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Home My WebLink AboutB07-0013 ~Y ~~-+ `D ~, a ~~ n ~' nn\, lv ~, a' •t `. 0 V 0 0 W 0 G 't1 0 ~^^ i~+ `C H '~ z n ~. O~ O O W n 0 n 'd L7 0 '~ IW C ~C `L7 fD y O n OQ G n 0 c C7d 0 N Q. N ~+ N a ~. .~ m O_ 'Ci 0 n ;-r z A O `~ 0 ., O n rt o n~ ~~~ ~ n n H " y n ~, ~ ~' ~ fD „rt,, ~~ rt y ~ rt ~ ~ ~. ~~ ~ ~ ~ ~' to ~ ~ ~ rt y O ~: ~ ~~~ n ;fl ~ ~ ~ ~ o ~ ~ ffy'~~~~ii~'' 0 - O1 y ~ H °, ~ ~ ~ a o ~ ~ .,, ¢' ~ n ~ O :7 O ~ r-+ ~~ ~ O ~- ~ N d ~G 0 ~ ~ ~d 0 ~n ~o ro a ~ ~^ rt ~ (D ~ ~ C ~' o. o ~~ `Mi H H H^ `bi r H O ~n i ro i c'~ a 0 ~v~ M. 0 ~.. ca 0 0 ~~ ~' A c~o ~~ ~ ~ O CT1 ¢. A V 't fp ~-~. TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW (SFR,P/S,DUP) PERMIT Job Address: 352 BEAVER DAM CR VAIL Location.....: 352 BEAVER DAM CR Parcel No...: 210107112014 OWNER DIKEOU, PANAYES J. 02/01/2007 1615 CALIFORNIA ST 707 DENVER CO 80202 APPLICANT DIKEOU, PANAYES J. 02/01/2007 1615 CALIFORNIA ST 707 DENVER CO 80202 CONTRACTOR ZEEB CUSTOM CONSTRUCTION LLC04/06/2007 PO BOX 1997 AVON CO 81620 License: 349-B Permit #: B07-0013 Project #: PRJ07-0033 Status . ..: ISSUED Applied ..: 02/01/2007 Issued . .. 04/30/2007 Expires. ....: 10/27/2007 ~~~c~k S, ~ ~k 3 ~~~ ~~ t<K 3~~\ Phone: 970-390-1501 Desciption: NEW CONSTRUCTION OF A SFR-SCRAPE AND REBUILD Occupancy Type Factor Sq Feet Totals... 5,201 Number of Dwelling Units: 1 Town of Vail Adjusted Valuation: $800,000.00 Revision Valuation: Valuation $800,000.00* $0.00 *****r*s***s****ssx*******s*******s*******~********************** FEE SUMMARY ******x*************x************************************** Building------> $4 , 658.75 Restuarant Plan Review--> $0.00 Total Calculated Fees-----> $8 , 470.09 Plan Check---> $ 3 , 0 2 8.19 Recreation Fee------------> $ 7 8 0.15 Additional Fees------------ > $ o . 0 0 Investigation-> $0.00 TOTAL FEES-------------> $8 , 470.09 Total Permit Fee-----------> $8 , 470.09 Will Call-----> $3.00 Payments-------------------> $8, 470.09 BALANCE DUE---------> $0.00 *****~*s**s*****s**x*********************************~************************s*~**********************s****s*~********************************** Approvals: Item: 05100 BUILDING DEPARTMENT 02/15/2007 jplano Action: CR Correction letter sent F:\cdev\CHRIS\PERMIT.COMMENTS\B07-0013\B07-0013.DOC 03/09/2007 JPLANO Action: CR SECOND CORRECTION LETTER SENT, F:\cdev\CHRIS\PERMIT.COMMENTS\B07-0013\B07-0013.2.DOC 04/06/2007 JPLANO Action: AP CORRECTIONS RECEIVED Item: 05400 PLANNING DEPARTMENT 03/28/2007 bgibson Action: AP Item: 05600 FIRE DEPARTMENT 04/06/2007 JJR Action: AP See condtions. Item: 05500 PUBLIC WORKS 02/05/2007 gc Action: DN Call out 4' pan with 2" invert no heat. Provide an updated survey with current existing drainage and edge of asphalt. Provide a drainage easement, drainage shown is different that what is in the field. ***~******~x*****************~*~**********~*~****~~*****~*~***~:****~x*:~****~*******~**:~*~*~***~**~x*:~**~*** CONDITIONS OF APPROVAL Permit #: B07-0013 as of 04-30-2007 Status: ISSUED Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 02/01/2007 Applicant: DIKEOU, PANAYES J. Issued: 04/30/2007 Job Address: 352 BEAVER DAM CR VAIL Location: 352 BEAVER DAM CR Parcel No: 210107112014 CONDITIONS Cond: 33 BE SUBMITTEDOAND APPROVED PRIOR TO REQUESTOFOR A FRAME INSPECT ON. RVEY SHALL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008663 Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES standards. Cond: CON0008664 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Provide a Revocable ROW permit. Provide a staging plan. 04/06/2007 GC Action: COND Provide Public Way permit and staging plan. Item: 05550 ENGINEERING CIVICS **s****..^***s~********************:*************************************************:***************************:******************************* See the Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby aclclowledge that I have read this application, filled out in full the information required, completed an accurate plot plan and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS AM - 4 PM. i AT 479-2149 OR AT OUR OFFICE FROM 8:00 SIGN RE OF NER R CONTRACTOR FOR HIMSELF AND OWNEF ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: 8070000576 Amount: $5,441.90 04/30/200712:12 PM Payment Method: Check Init: LC Notation: #2273/Panayes J. Dikeou Permit No: B07-0013 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-071-1201-4 Site Address: 352 BEAVER DAM CR VAIL Location: 352 BEAVER DAM CR Total Fees: $8,470.09 This Payment: $5,441.90 Total ALL Pmts: $8,470.09 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ BP 00100003111100 BUILDING PERMIT FEES 4,658.75 RF 11100003112700 RECREATION FEES 780.15 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 CATION WILL NOT BE ACCEPTED IF • 1 ~~~y~' . TOWN OF VAIL BUILDING Separate Permits are required for alai 75 S. Frontage Rd. Vail_ Colorado 81657 1 ETE OR UNSIG ~ ~"~ ~ V ~ 33 Project #: ` Building Permit #: ~ ) ,mechanical, etc.! CONTRACTOR INFORMATIVir General T of V it R No.: Contact Person and Phone #'s: pAHA`CES O~~-~ ~U'J ~~ °It9 Email address: pdi V-ea.~ di ~E-eAV • _ rr1 Fax #: ~~-1s,2°~" S~lfl'~ ETE VALUATIONS FOR BUILDING PERMIT Labor ~ Materials COMPL BUILDING: $ ~si'~j ELECTRICAL: $ ~p tyJ~ OTHER: $ '1_.p pp PLUMBING: $ Z,,,tj (~ MECHANICAL: $ "'L~ TOTAL: $ ~j w~_. s wl7/~ 99D DL'/A w.r ~ii~if unwnwi Calf/A_Cn///)fl/ Cn/77 ~r~f~Ti~ ~ `~I~r~ /P. ~r~/L///l /'W 76J`7f//~7 Viii~.~ os ri w ~~- ~ ~ ~-_ _ _ _ - _ - _ _ Parcel # ,~ ~ 0 ~ p"t 1 ~'Z-- O t ~t Job Name: 4»KLOV ~tS~peNt~ Job Address: 'J'~2 ~ B~A~ ~~ C.~'R.G~..E Legal Description Lot: 'Gj Block: ~ Filing: '[~'t~12S~ Subdivision: V~1~`.. ~t~~~~ Owners Name: pR~vA ~~ ddress: ~ lc~ ti-~F ^-~ . i-.-1 tit" ~ Phone: ~ $Z~ °1 ~ A ~ itecWesi ner. p ` A orE • ~ ~• ,~~ q ~, . P~twne: _ t'jloC1 E in r. Address: `" l~ ~ Phone: ., ~ Detailed description work: NEIL c.t~bTSL~Cti~ 'Rr~'~`1.Lp'IOE ~6•`S'T~NI~`'S ~jME Work Class: New (~ Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) Work Type: Interior ( ) Exterior ( ) Both (vY Dces an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family (..~fwo-family ( ) Mufti-family ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building: 1,. No. of Accommodation Units in this building: ~ No/T of Fir ces Existi Gas lances Gas L s Wood/Pellet Wood Bumi No/T of Fir s :Gas lances Gas L Dces a Fire Alarm Exist: Yes ( ) No ( WoodlPellet Wood Bumi NOT ALLOWED Does a Fire Sprinkler System Exist: Yes ( ) No FOR OFFICE USE ONL Type of Construction: r'Occupancy Group: I A~P~ BY~ [~ v is 0 ~V/ _. __ ~ D (~ j ~~~ (, ~~ FEB a 1 2~QT F:\odev\FORMS\Permifs\Building\building..permi>`421-06.DOC \ ~ of 16 04/21 \~_ TOWN OF VAIL J ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: 8070000115 Amount: $3,028.19 02/01/200710:52 AM Payment Method: Check Init: JS Notation: 2182/PANAYES DIKEOU ----------------------------------------------------------------------------- Permit No: B07-0013 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-071-1201-4 Site Address: 352 BEAVER DAM CR VAIL Location: 352 BEAVER DAM CR Total Fees: $7,689.94 This Payment: $3,028.19 Total ALL Pmts: $3,028.19 Balance: $4,661.75 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 3,028.19 Panayes J. Dikeou 1615 California Street #707 Denver, Colorado 80202 Phone: 303-825-9192 Fax: 303-629-5163 January 24, 2007 Mr. Joe Suther Develop~ient Review Coordinator Town of Vail ~; - 75 South Frontage Road J`~' ~= ~,~~; " L~ ~, ;:; Vail, CO 81657 U ~ ~=~ ~'~~ ~ ~ 2001 Dear Mr. Suther: J~ v r Dam Enclosed please find plans for new construction at tru~~ouse,~ocated at 352 Bea Circle, Vail, Colorado, together with a check for $20.00 for the DRB applicatio fee as well as an additional $228.19 which was previously owed for the plan review fee on the renovation plans. Please recall that we are going to have contractors bid both these new construction plans as well as the old renovation plans, and build whichever is cheaper. In either case, construction would start this spring. As such, please do the following: New Construction Plans Review these new construction plans and issue a permitted set of new construction plans as quickly as possible. If you have any questions or need any clarifications, you may call me at 303-825-9192 or our architect Art Hoy at 720-932-8604. 2. Old Renovation Plans The old renovation plans have already been permitted and are waiting for us to pick up. Please continue to hold these plans as it is possible, if the new construction is more expensive than the renovation, that we will go back and do the renovation instead. For your convenience, I have enclosed a copy of our email correspondence from last November which explains the above situation in more detail. Thank you very much for all your help and prompt attention with respect to the above. Happy New Year! ~ry truly yo r , ~~ Panayes ~. Dikeou, Owner !~J Barbara Battle From: Barbara Battle Sent: Thursday, November 09, 2006 10:53 AM To: 'jsuther@vailgov.com' Cc: Panayes Dikeou; Art Hoy (E-mail) Subject: Permit for 3526 Beaver Dam Cr. Dear Mr. Suther: Thank you for taking the time to speak with me today. As discussed, please be advised that the situation with our house, located at 3526 Beaver Dam Cr., Vail, Colorado, is as follows: The structural and architectural plans are all complete and approved and are waiting at the Town of Vail to be picked up by us. However, some of the contractors who bid our house advised us that it would be cheaper to demolish the house and build a new house, due to the extensive underpining and other items that would be required in this renovation. As such, we are now having a new set of plans drawn up which will be submitted to the City for new construction on approximately December 15, 2006. We will then bid both the new plans and the renovation plans, and build whichever scenario is cheaper. We would anticipate that we would start construction either on the renovation of the existing house or the new construction of the new house as soon as possible this Spring. My understanding from you is that with each set of plans submitted, that a Plan Review Fee is required to be paid at the time the plans are submitted. We have already paid this fee for the existing renovation plans. When we submit new plans, we will have to pay an additional Plan Review Fee for the new plans. When we decide on which scenario we will build, we will then have to pay a Permit Fee, but only for the set of plans that we pick up. Lastly, it is my understanding that there is a $228.00 outstanding Plan Check Fee on the first set of plans, but that this can be paid either when we submit the new set of plans or when we pick up the Permit for one of the two sets of plans. If you need us to pay this $228.00 sooner, please let me know and we can send you a separate check in this amount. In conclusion, please hold the approved renovation plans so if it turns out that the renovation is cheaper, we can simply pick up these plans, pay the Permit Fee, and begin construction in the Spring. Should you need anything else or if I may be of any additional assistance, please call me at 303-825-9192. Thanks again for all your help. --Panayes Dikeou ~rt for 352B Beaver Dam Cr. Page 1 of 1 The letter looks fine, I will place it with the permit and make a note in the computer. I made one adjustment to the letter, the actual fee owed on the first permit is $228.19. Joe Suther Town Of Vail Development Review Coordinator 970-479-2128 75 South Frontage Road Vail, CO 81657 jsuther@vailgov.com »> "Barbara Battle" <bbattle@dikeou.com> 11/09/06 10:53 AM »> Dear Mr. Suther: Thank you for taking the time to speak with me today. As discussed, please be advised that the situation with our house, located at 3526 Beaver Dam Cr., Vail, Colorado, is as follows: The structural and architectural plans are all complete and approved and are waiting at the Town of Vail to be picked up by us. However, some of the contractors who bid our house advised us that it would be cheaper to demolish the house and build a new house, due to the extensive underpining and other items that would be required in this renovation. As such, we are now having a new set of plans drawn up which wil- be submitted to the City for new construction on approximately December 15, 2006. We will then bid both the new plans and the renovation plans, and build whichever scenario is cheaper. We would anticipate that we would start construction either on the renovation of the existing house or the new construction of the new house as soon as possible this Spring. My understanding from you is that with each set of plans submitted, that a Plan Review Fee is required to be paid at the time the plans are submitted. We have already paid this fee for the existing renovation plans. When we submit new plans, we will have to pay an additional Plan Review Fee for the new plans. When we decide on which scenario we will build, we will then have to pay a Permit Fee, but only for the set of plans that we pick up. Lastly, it is my understanding that there is a $228.19 outstanding Plan Check Fee on the first set of plans, but that this can be paid either when we submit the new set of plans or when we pick up the Permit for one of the two sets of plans. If you need us to pay this $228.19 sooner, please let me know and we can send you a separate check in this amount. In conclusion, please hold the approved renovation plans so if it turns out that the renovation is cheaper, we can simply pick up these plans, pay the Permit Fee, and begin construction in the Spring. Should you need anything else or if I may be of any additional assistance, please call me at 303-825-9192. Thanks again for all your help. -Panayes Dikeou 11 /9/2006 O a ~owx~v~ ASBESTOS TESTING REQUIREMENTS THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS TESTING ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED. AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION FOR ALL REMODEL, ADDITION OR OTHER PRO]ECTS INVOLVING ANY DEMOLITION OR REMOVAL OF BUILDING MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT. A DOPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION • I have included the asbestos test and report with my building permit application applicant signature date • I certify my project will not disturb or remove more than 160 s.f. of building material. The construction plans submitted with my application clearly indicate this information. (This will be verified during plan review, and will delay your project if found to be inaccurate) applicant signature date • The building was constructed after October 12, 1988. The date of construction was ~`'' original construction date q applicant sign ~ date F:\cdev\rURMS\Pennits\~~ng\building_pennit 421-06.DOC Page 4 of 16 04/21/2006 • 1 ~WH OF YAIL ' If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department 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 department to expedite this permit as soon as possible. 1, 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: ~ ~ ~~t~`J ~ - D~~'~ ~ Print nameq t~ 1. v\~ ~,~ Signa re Project Name: 4 v~'~V R.'F~~'fl~.t~.~ Date: ~-c:~-'~ 1 J ~ /Z F:\cdev\FORMS\Permits\Building\buildir-g_perrni~4-21-06.DOC Page 5 of 16 04/21/2006 ~~ i ~OWNOFVAIL ' WHEN A "PUBLIC WAY PERMIT" IS REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A "PUBLIC WAY PERMIT": o Is this a new residence? YES ~ NO o Does demolition work being performed require the use othee Right-of-Way, easements or public property? YES NO / o Is any utility work needed? YES ND o Are there any improvements being done to the driveway? YES / NO o Is a different access needed to the site other than the existing driveway? YES. NO v o Is any drainage work being done that affects the Right-of--Way, easements, or public property? YES NO / o Is a "Revocable Right-of--Way Permit" required? YES NO `~ o Is the RigpCof--Way, easements or public property to be used for staging, parking or fencing? YES .•// NO If answer it NO, is a parking, staging or fencing plan required by Public Works? YES NO If you have answered YES to any of these questions, a "Public Way Permit' must be obtained. "Public Way Permit" applications may be obtained at the Public Works office or at Community Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 970-479-2198. I HA READ AND AN~ER~ALL, ABOVE QUESTIONS. Contractor Sig~a~^E Company Name Job or Project Nay me: ~~~~.'~ Q-~.S~O~'E Date Signed: ~ -~ ~ F:\cdev\FORMS\Pe~i~\~iid~~9\~ilding_permit 421-06.DOC Page 7 of 16 04/21/2006 O PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS 1 ~DWN OF VAIL ~ How it relates to Building Permits: - Fill out the attached check list with the Building Permit ApDIICdtion. 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, kycated at 75 South Frontage Road or Public Works, located at 1309 Elkhorn Drive. - Notice sign-offs for utility companies. ALL utilities must field verify (locate) respective utilities prior to signing application. Some utility companies require up to 48 hours 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 November 1~ 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 wnstructJon. - Sketch of work being performed must be submitted indicating dimensions (length, width 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 Works 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 Works 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 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 the "Building Permit". - NOTE: The above process is for work in a public way ONLY. Public Way Permits are valid only until November 15"'. Anew Public Way Permit is required each year if work is not complete. Re- application each November 15~' does not mean an automatic renewal. i ha~ie~ad and ur~~de a hove. ~ S gnature,~ , ( D Signed F:\~\~RMS\~~~\wilding\building_pertnit`4-21-06.DOC Page 9 of 16 04/21/2006 0 ~j /~~+ jJ~ j~ 1 ~1/11l/l 11]IL , Please read and check off each of the items below: ^ 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 at 970-479-2198 to request an inspection from the Public Works Department. Allow minimum of 24 hour notice. ^ Also, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road patching as necessary. Such approval must be obtained prior to any Fnal Certificate of Occupancy issuance. Agreed to by: 'C~~sR~FS D ~~.~~ Print Name ~ `~~ ~~ Signatu Project Name: ~~"'~~ 'R~'ES~'D~C.'~. Date Signed: ~~~ ~ ~ _ G F:\cdev\FORP9S\Permits\~ilding\building~ermit 421-06.DOC Page 10 of 16 04/21/2006 O TbWN OF YA1L ' MATERIAL STORAGE AND CONSTRUCTION PARKING Please read and check off each of the items below. (Copies of complete text are available upon request) CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED ^ Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any street, sidewalk, alley or public place, or any portion 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 Director's 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 removed 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 vitiates 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 hereunder be punished as provided in Section 1-4-1 of this code. ^ Notice and Penalty: It is unlawful for any pet3on 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 6 (1979). CODES ~-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED ^ No person shall park any vehide upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular traffic or proper street or highway maintenance. (Ord. 2(1968) § 1) ^ Whenever any police officer finds a vehide attended or unattended, standing upon any portion of a street or upon any place within this Munidpality in such a manner as to constitute a violation of any sedtion 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 by Colorado Revised Statutes section 42-41102, as amended, the officer shall require the vehide 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 Munidpality, and the diarges for towing and storage of such vehide shall be d~arged to the owner of the vehide in addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) § 3: Ord. 28(1981) § 1) I have read and will comply with the above code provisions: ~~ ~ ~~ Print -\ Sign _~ Position or Relationship to Project: O~ Date Signed: <-x'~`~ ~ ~ G F:/everyone/formsJbldperm7 F:\odev\FORMS\i'e~~\Building\twildingyermrt 421-06.DOC Page it of 16 04/21/2006 f t ~~~~ HEPWORTH - PAWLAK GEOTECHNICAL Hepworth-Pawlak Geotechnical, Inc. P. O. Drawer 1887 Silverthome, Colorado 80498 Phone: 970-468-1989 Fax:970-468-5891 email: hpgeo4~hpgeotech.com SUBSOIL STUDY FOR FOUNDATION DESIGN , PROPOSED REMODEL OF EXISTING RESIDENCE 352B BEAVER DAM CIRCLE VAIL, COLORADO JOB N0.406 0006 FEBRUARY 9, 2006 PREPARED FOR: DIKEOU REALTY ATTN: PANAYES DIKEOU 1615 CALIFORNIA STREET, SUITE 707 DENVER, COLORADO 80202 -~ ~I ------.w..,. ~,~ ~f?~ ~ .2001 TO~y~ ~~ ~ ~~. c~v~3 ~-------~~~_ Glenwood Springs 970-945-7988 Parker 303-841-7119 Colorado Springs 719-633-5562 ~~ . TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ............................................................................- 1 - PROPOSED CONSTRUCTION ................................................ .....................................- 1 - .................................................................. SITE CONDITIONS ..................................... - - FIELD EXPLORATION ............................................................ .....................................- 2 - SUBSURFACE CONDITIONS ................................................. .....................................- 2 - DESIGN RECOMMENDATIONS ...........................: - FOUNDATIONS ................................................................... .....................................- ~ - FOUNDATION AND RETAINING WALLS ...................... .....................................- 4 - FLOOR SLABS ........................:............................................ .....................................- 5 - UNDERDRAIN SYSTEM ..................................................... ................:....................- 6 - SITE GRADING .................................................................... .....................................- 7 - SURFACE DRAINAGE ........................................................ .....................................- 8 - LIMITATIONS .......................................................................... .....................................- 8 - FIGURE 1 -LOCATION OF EXPLORATORY BORING FIGURE 2 -LOG OF EXPLORATORY BORING FIGURE 3 -LEGEND AND NOTES FIGURE 4 -TYPICAL UNDERDRAIN DETAIL PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed remodel to an existing residence located at 352B Beaver Dam Circle in Vail, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Dikeou Realty dated January 6, 2006. A field exploration program consisting of an exploratory boring was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsoil conditions encountered. PROPOSED CONSTRUCTION The existing residence is a two story structure with a crawlspace. The proposed remodel will consist of constructing a possible basement level and several additions. The basement floor will be slab-on-grade. Grading for the structure is assumed to be relatively minor with cut depths between about 4 to 12 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. If building loadings, location or grading plans change significantly from those described above, we should. be notified to re-evaluate the recommendations contained in this report. Job No. 406 0006 Ge~tech -2- SITE CONDITIONS At the time of our site visit, the ground surface was covered with up to about 2 feet of snow. The ground surface is relatively flat with a gentle slope down towards the northwest. The area surrounding the existing house is landscaped. FIELD EXPLORATION The field exploration for the project was conducted on January 20, 2006. One exploratory boring was drilled at the location shown on Figure 1 to evaluate the subsurface conditions. The borings were advanced with 4 inch diameter continuous flight augers powered by atruck-mounted CME-45B drill rig. The boring was logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with 13/8 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 falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Log of Exploratory Boring, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the'subsurface conditions encountered at the site are shown on Figure 2. An explanation of the notes and symbols used on the log is presented on Figure 3. The subsoils consist of about 4.5 feet ofman-placed fill overlying medium dense, silty, sandy gravel with cobbles and boulders to the depth explored. The man-placed fill consisted of loose to medium dense, slightly clayey, silty, sandy gravel. Drilling in the dense gravel Job No. 406 0006 c'~~ -~- with auger equipment was difficult due to the cobbles and boulders and practical drilling refusal was encountered in the deposit. Laboratory testing performed on samples obtained from the borings consisted of natural moisture content, percent passing the No. 200 sieve, and liquid and plastic limits. The laboratory test results are summarized on Figure 2. Free water was encountered in the boring at the time of drilling and when checked 6 days after drilling at the depths shown on Fmzre 2. A piezometer consisting of 11/z-inch diameter hand-slotted PVC pipe was installed in the boring after drilling to monitor water levels. The subsoils were generally moist to wet. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsoil conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the basement walls and additions be founded with spread footings bearing on the natural granular soils. All existing fill soils should be removed beneath footing areas. The design and construction 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 of 3,000 pounds per square foot. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will beup to about 1 inch or less. 2) The footings should have a minimum width of 18 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath. unheated areas should be provided with adequate soil cover above their bearing elevation for-frost protection. Placement of foundations at least 42 inches below exterior grade is Job No. 406 0006 -4- typically used in this area. Concrete should not be placed on frost, frozen soil, snow or ice. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. 5) All existing fill, topsoil and any loose or disturbed soils should be removed and the footing bearing level extended dawn to the relatively dense natural granular soils. The exposed soils in footing area should then be moistened and compacted. If water seepage is encountered, the footing areas should be dewatered before concrete placement and we shall be contacted for fizrther evaluation. 6) A representative of the geotechnical engineer should observe all footing excavations prior to :concrete placement to evaluate bearing conditions. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an .equivalent fluid unit weight of at least 45 pounds per cubic foot (pcf) far backfill consisting of the on-site granular soils. Cantilevered retaining structures which are separate from the residence and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for alateral -earth pressure computed on the basis of an equivalent fluid unit weight of at least 35 pcf for backf 11 consisting of the on-site granular soils. The backfill should not contain rock lazger than about 6 inches in diameter. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal baekfill surface. The. buildup of water behind a wail or an upward Job No. 406 0006 Gec~tecFi -5- sloping backfill surface will increase the lateral pressure imposed on a founndation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor (ASTM D-698) dry density at a moisture content near optimum. Backfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor dry density at a moisture content within 2% of optimum. Care should be taken not to overcompact the backfill or use large equipment neaz the wall, since this could cause excessive lateral pressure on the wall. Same settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a eambination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.5. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 400 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the. strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads _ should be a granular material compacted to at least 95% ofthe maximum standard Proctor dry density at a moisture content near optimum. FLOOR SLABS The natural on-site soils, exclusive of topsoil and existing f 11, are suitable to support lightly loaded slab-on-grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint Job No. 406 0006 Gec~ted~ -6- spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and. less than 2% passing the No. 200 sieve. Structural fill placed for support of floor slabs should be compacted to at least 95% of maximum standard Proctor dry density at a moisture content within 2% of optimum. Required fill can consist of the on-site granular soils devoid of vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM Free water was encountered during our exploration and it has been our experience in mountainous areas that groundwater can rise 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, crawlspace and basement .areas, be kept at least 2 feet above the high groundwater level and be protected from wetting and hydrostatic pressure buildup by an underdrain and wall drain system. High groundwater level typically occurs in late spring or early summer. Weather conditions, snowpack and elevation are a few factors that determine the level and time of high groundwater. I-Iigh groundwater level can vary annually. The underdrain system should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free-draining gravel. The drainpipe should be placed at each level of excavation and at least 2 feet below lowest adjacent finish .grade and sloped at a minimum 1 % to a suitable gravity outlet or sump and pump system. If the basement slab is constructed within 2 feet of high groundwater level, lateral drains should be used below the building slabs to connect the underslab gravel with the underdrain system. The lateral drains should be adequately spaced to provide proper drainage for groundwater encountered in the building configuration. Free-draining gravel used in the underdrain system should contain less than 2% passing the No. 200 Job No. 406 0006 -~- sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should beat least 21/~ feet deep and extend at least 1 foot above any seepage encountered in the excavation cut slope. A wall drain system consisting of a geocomposite or 1 foot of clean gravel should be placed adjacent to below grade construction walls. The wall drain system should connect into the underdrain and extend to within 1 to 2 feet of the ground surface. Atypical underdrain detail is shown on Figure 4. SITE GRADING The risk ofconstruction-induced slope instability at the site appears low provided cut and fill depths are limited. We assume the cut depths for the basement will not exceed one level, about 10 to 12 feet. Fills should be limited to about 8 to 10 feet deep_ Temporary excavation cut slopes should be made in accordance with OSHA requirements. A Type C soil maybe assumed for temporary cuts and should be verified by the contractor's competent person. Embankment fills should be compacted to at least 95% of the maximum standard Proctor dry density at a moisture content within 2% of optimum. Prior to fill placement, the subgrade should be carefully prepared. by removing all vegetation and topsoil and compacting to at least 95% of the maximum standard Proctor dry density. The fill should be benched into the portions of the hillside exceeding 20% grade_ Permanent unretained cut and fill slopes should be graded at 2 horizontal to 1 vertical or flatter and protected against erosion by revegetation or other means. The risk of slope instability will be increased if seepage is encountered in cuts and flatter slopes may be necessary. If seepage .is encountered in permanent cuts, an investigation should be conducted to determine if the seepage will adversely affect the cut stability.. This office should review site grading plans for the project prior to construction. Job No. 406 0006 C~tech -8- SURFACE DRAINAGE . The following drainage precautions should be observed during construction and maintained at all times after the additions have been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to a moisture content within 2% of optimum and compacted to at least 95% of the maximum standard Proctor dry density at in pavement and slab areas and to at least 90% of the maximum standard Proctor dry density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. Free-draining wall backfill should be capped with about 1 to 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. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring drilled at the location indicated on F baure 1, the proposed type of construction and our experience in the area. Our services do not include deternLning the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory boring and variations in the subsurface conditions may not become evident until excavation is performed.. If conditions encountered during Job No. 406 0006 C~ech~ech -9- 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 responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our 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 structural fill by a representative of the geotechnical engineer. Respectfully Submitted, HEPWORTH -- PAWLAK GEOTECHNICAL, INC. '~ Pp0 RED/s'',. w ~.~••"J: ~ ~•.• l ~ Ronald J. LJhle P.E. C.C.E. ,, ~`~~•• ~- +•28161 ~: - Associate - ~of . L- 1 ~::~ :'~~ .. .. Reviewed by: GWB ' '`F ~' • • • ~ ~ • • • G? .,,~ss~o N A` ~~ ,; cc: Sam McGlamery - McGlamery Structural Group ""'-'-' ~ ~, Job No. 406 0006 Gec~itech ---------- ,8,158' ~~\ ~\` \~. `~~____ /a~55 -~` ~ i 8,154' ~ ~ ~ ~ ~ - ~ - . _ ~ i 0,5A i ~ \ j i ~ / ~ ~ BORING 1 NOT TO SCALE r \\ 1 1 1 1 1 i i i ,. 8 ~5~ p 3528 BEAVER DAM CIRCLE 4060006 C~P_U~teCh LOCATION OF EXPLORATORY BORING FIGURE 1 HEPWORTH-PAWLAK GEOTECHNICAL BORING 1 ELEV. = 8,152' 0 5 N m lL 10 .c it a~ 15 20 e/i 2 WC=11.2 -200=39. 21 /12 WC=6.a -200= i 2 6 -l~l' ~ = 20/12 0 III-- a ~® WC=13.0 NP 50/7 WC=8.2 -200=13 0 5 iv a~ 10 ~ L aGi 15 20 I NOTE: Explanation of symbols is shown on Figure 3. H 3528 BEAVER DAM CIRCLE 4060006 _ C~UteCrl LOG OF EXPLORATORY BORING FIGURE 2 HEPWORTH-PAWLAK GEOTECHNICAL - ~ LEGEND: CONCRETE FILL; slightly clayey, silty, sandy gravel, loose to medium dense, brown. GRAVEL (GM); silty, sandy with cobbles and boulders, medium dense, moist to wet, brown, red, gray and green. o•: Relatively undisturbed drive sample; 2-inch I.D. California liner sample. Drive sample; standard penetration test (SPT), 1 3/8 inch I.D. split spoon sample, ASTM D-1586. 8/12 Drive sample blow count; indicates that 8 blows of a 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. Piezometer consisting of 1%-inch diameter hand-slotted PVC pipe. o_s Free water level in boring at time of drilling (0) and when checked 6 days later. Practical drilling refusal. NOTES 1. The exploratory boring was drilled on January 20, 2006 with a 4-inch diameter continuous flight power auger. 2. The location of the exploratory boring was measured approximately by pacing from features shown on the site plan provided. 3. The elevation of the exploratory boring was obtained by interpolation between contours shown on the site plan provided and checked by instrument level. 4. The exploratory boring location and elevation should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring log represent the approximate boundaries between material types and transitions may be gradual. 6. Water level readings shown on the log were made at the time of drilling and under the conditions indicated. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC =Water Content (% ) -200 =Percent passing No. 200 sieve NP =Non plastic 4050006 ~~UteCh 352B BEAVER DAM CIRCLE HEPWORTH-PAWLAKGEOTECHNICAL LEGEND AND NOTES FIGURE 3 BACKFILL SURFACE 10% MINIMUM SLOPE GEOCOMPOSITE DRAIN OR 1' CLE FILTER FABRIC B DRAIN GRAVEL 4" DIAMETER PEF PIPE SLOPED 1 % MINIMUM TO DAYLIGHT OR SUMP 2' FINE GRAINED COVER SOIL NOTE: DRAIN GRAVEL SHOULD EXTEND AT LEAST 1 FOOT ABOVE ANY WATER SEEPAGE OBSERVED IN THE EXCAVATION CUT SLOPE. . NOT TO SCALE H 3528 BEAVER DAM CIRCLE 405 0006 C7eU"teC~'1 FIGURE 4 HEPWORTH-PAWLAKGEOTECHNICAL TYPICAL UNDERDRAIN DETAIL -- ~-- -- II LL= f _ Jam= _~`_ -- - ---- --- _ --- ~- -- II -_ - __ =.~~ _._ II -. -- - - ~~~ 1, I ; - ---_ - x `~~ ____ 1 I , : - __ 11 _~_- ~ u II ------------- I p it ~II Ilf I, II I 11 II n --J EXTEND DRAINPIPE II ,-. - -- -- II --- --- BELOWFOOTING x '' II I _ _ --- n I - --_ f I -_ II L - II II II + II II 11 I 11 I II ii ___ ii ii ! ii ~ i I if I if I l j I I 11 II 11 II Ilf I II I II ;; --_ _ ;; II II ~ II II ,, II II - - _ II II I II ,, ~~ II ,, II II - II II I _-- __; II II ~- II II II ;I II ' --~ ~L-----'~---~==--cJL---~'----~I _ ~~ ii ~---- I' ---- II -------- ~~---------~1 .\\ II ii II II ii ii `\\\ h iif iif iif it ii `~,J~ HIGHPOINT li ii ii Ilf Ilf ,~~ OF DRAINPIPE u II n II II ii ii ~ ~ f f j l U ~ ~ I I I I I ,;- _- ,;, _._ II II II ~ II i I IIjj III _- ____ I11 ~- I I II II I II II Ilf II II II II II II U I I I 1 LEGEND: ~I ~__=--==jr=====_~ IIl I II III _ = c 4• DIAMETER DRAINPIPE. ~ ~ U 11 - - _ __ l~ - '- II -~ FLOW DIRECTION. ~~~ ---- - II ~~ :- .. ~. ~. SUMP PIT. ~ ~ i~ ~~~ _ ~~ NOTES: ~- 1. LOWER LEVEL FOUNDATION PLAN SHOWN WAS PROVIDED BY McGLAMERY STRUCTURAL GROUP, INC. 2. THE DRAINPIPES SHOULD CONSIST OF 4-INCH DIAMETER PERFORATED SCHUDULE 35 PVC PIPE AND BE SLOPED AT 0.5% MINIMUM TO SUMP. WATER THAT COLLECTS IN THE SUMP CAN BE PUMPED INTO THE STORM SEWER OR TO A DAYLIGHT AT THE GROUND SURFACE DOWNHILL OF THE RESIDENCE. DISCHARGE TO THE GROUND SURFACE MAY REQUIRE A DRYWELL IF DISCHARGE WATER RUNS OFF THE PROPERTY. IF THE DISCHARGE IS PUMPED TO THE STORM SEWER, THE TOWN OF VAIL PUBLIC WORKS WILL REQUIRE AN ESTIMATED FLOW RATE. 3. REFER TO DETAILS A, B AND C ON FlGURE 2 FOR DRAINPIPE AND DRAIN GRAVEL DEPTH, ETC. 4. THE HKiHPOINT OF THE PERIMETER EXTERIOR DRAINPIPE, AS SHOWN ABOVE, CAN BE MOVED AS LONG AS THE SLOPE OF THE DRAINPIPE IS AT LEAST 0.5%. 5. CARE SHOULD BE TARN NOT TO DISTURB THE BEARING SOILS BENEATH FOOTINGS. EXCAVATIONS FOR DRAINPIPES AND SUMP SHOULD NOT EXTEND WITHIN AN ENVELOPE DEFlNED AS A PLANE SLOPED DOWN AND AWAY FROM THE BOTTOM EDGE OF THE FOOTING AS SHOWN ON DETAIL C. 6. DRAIN GRAVEL USED IN THE UNDERDRAIN SYSTEM SHOULD CONTAIN LESS THAN 2% PASSING THE N0.200 SIEVE, LESS THAN 50% PASSING THE N0.4 SIEVE, AND HAVE A MAXIUM SIZE OF 2 INCHES. 7. WHERE THE DRAINPIPE EXTENDS BELOW FOOTINGS, THE DRAINPIPE SHOULD BE COVERED WITH AT LEAST 121NCHES OF COMPACTED APPROXIMATE SCALE: DRAIN GRAVEL THE DRAINPIPE TRENCH SHOULD BE NO WIDER THAN 2 FEET. 1 INCH = 10 FEET 406 0006 ~~tp~h 3528 BEAVER DAM CIRCLE UNDERDRAIN SYSTEM LAYOUT FIGURE 1 HEPWORTH-PAWLAK GEOTECHNICAL r 1r ti 8` MI DETAIL A •.-. , ..,, ,ru vnvurvu J V rirHl,t DETAIL B DRAINPIPE -SLOPED AT 0.5% MIN. -~ WEEP HOLE SUMP PIT (DIMENSIONS TO BE SIZED BY CONTRACTOR BASED ON SIZE OF PUMP INCLUDING BACKUP PUMP) FLOOR SLAB% COMPACTED UNDERSLAB GRAVEL' dX RrX QrX Vrlf vrv vrit -f- DRAINPIPE -SLOPED AT 0.5% MIN. NATURAL GROUND SURFACE I BACKFILL SURFACE 10% MINIMUM SLOPE FOR 10 FEET I GEOCOMPOSITE WALL DRAIN OR 1' CLEAN GRAVEL DETAIL 2' FINE GRAINED COVER SOIL ~ FILTER FABRIC BELOW BACKFILL DRAIN GRAVEL SHOULD EXTEND AT LEAST 1 FOOT ABOVE ANY WATER SEEPAGE OBSERVED IN THE EXCAVATION CUT SLOPE. 2.5' MIN. 2' MIN. _ ~'. ~~. c'. << ~. . .~ . ._ .a . ~ „ ~. -~~ -1~ 1 ~ FOUNDATION WALL FLOOR SLAB G ~~~ 2' MIN. DRAINPIPE ~ NOT TO SCALE ~ ~ 3528 BEAVER DAM CIRCLE 406 0006 ``~Y`' FIGURE 2 HEPWORTH-PAWLAKGE~NICAL UNDERDRAIN SYSTEM DETAILS Jul. 2~. 2001 8.36AM HP Geotech "~~~~'1 H1rPWt}RTH - PAWI.AK 6):071rC(~IdICAL July~a4, za0~ Dikeou Realty A.tm: Pa~aayes nilt:,eou 1 X15 G'alafontlaa Street, Suite T07 Denver, Colorado 80242 No. 1112 P. 1 Hepwor~h-Pawlalr Geotechnical, loc. P. O. Drawn 1887 Stbertlwrnc, Goloradn 60498 Phone:970-468.1989 'Fax: 970.468-6891 email: hpgeo4®hpgeocech.com a~~ ~i3 Job Ito. 406 0006 Subject: Lkcavation Devaatering Recommendations and Observation of Exr~avation, proposed nesidenee, 3~2$ $eaverDam Circle, Vail. Colorado. Town of Vail Dear Panayes: 0 ~~' ~~ COPY A,s zequcested by Denny Stang with Teeb Cnsbam Rtmodelizig, Inc., a representative of ILcpwarth Pawls GeotechnicaKl, Inc. observed the e~cavatign at the aubjoCt site an July 18 at~d 23, 2007 to evvaluatic tht: free water in the foundation excavation and to evaluiate the soils axposed fax ~auuciafiioz~ stiipport. The EuadiAgs of our observations and rccomuaeadations £or foundatronsupport azzd taccavatian dewateriupare presented in this report. We previously conduC6Cd a srabsoil study fox desigXt o~Sou~datioas at the sate aad presented our;6ndings iar ~ xepoxt dated rebruary 9, 2006, Job No. 406 OOOG. In addition, we ~patexl an uuderdt~airc system layout 1'or the ru~oposed residence. This suppl+am~tal service was conducbcd under our agreement for geotrrclmical ertgineecing services to Dikew Beatty dated January 6, 2006. IPicId Obscivativns: At the time ~ our July l S'~ sitt visit, the foundation e~t:cavation had been about X40"/.• completed and cut xu oz~e level to about 11 I'e~ below the adjacont ground surface. The soils e,~pased in the bottom of the excavatiou consisted of silty sand and gravel. p`ree watear'cP tt~ 6 in~cxtas deep cov'cred tlza bottom of the n~rkhvvest p+~zkion of the excavation. The subgrade soils were very malst to wet. `The uppar 4 to 8 inches of the subecade was relatively loose due tQ diaturbancB which occutxed dwring the excavation The footing subgrtuie soils which consist of wet, loose, silty sand and gravel is unsuitable foz footatag support. Wa recou;merld that the bearing capacity of the subgzade be improved to decrease settl,cment potential. The excavation should be dewatered so that subgrade improvement can commence. 'giTa recommend that the loose, wot silty sand and Cxlen~vrood Springs '970.9457988 !Parker 303•~8~1•?119 Colorado Springs 719.633-5562 . °~~~.. Ju1.27. 2Q07 8:36AM HP Geotech No. 1112 P. ~ ,- Dikeou Realty July ~, aoo~ Page z gravel be removed to expose relatively dense sand and gravel and replaced with a nlinimusn of 2 feet of compacted 2 to 3 inch diameter angular rock below the footing subgrade. Prior to placing the tree drainicg gravel, all softened soils and mud should be x~e~moved, and the subgrade adequately compacted. The gravel should be compacted with a Wacker walk behind vibratory roller until settllement ceases. The gravel should extend laterally beyond the edges of the footings a distance az least equal to the depth of gravel below footYngs. We recommend instalting a temporary sump and pump system. to dewater the northwest portion of the e~rcavatlon ox opezt the entrance to the newly installed 6 inch diameter drainpipe, which crosses Beaver Dam Circle, and gravity discharges water on the northwest side of the road. The sump can consist of an ~ 8 #r~eh diameter perforated pipe installed 3 to 4 feet below the bottom of the excavation. The sump can be backfilled arouiad the pexyamet~ez with 1,5 to 2 inch diameter drain gravel. Depending oa the amount of water in the excavariaq it may be necessary to install several sumps to adequately dewater the excavation. At the time of our July 23°d site visit, the foundation excavation had been completed and Cut in one level to about 11 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of imported minus 3 inch crushed. gravel up to about 1.5 feet thick. 'QV'e recommended that the gravel be eornpad~ad with a vibratory smooth drum, compactor until. settlement ceases prior to placing the gravel leveling course. A'!. isxrh washed crushed gravel will be placed over the minus 3 inch gravel, Similarly, the leveling course should be compacted with a vibratory smooth dram compactor antil settled ceases. Free water obser~red is the e~ccavation cut slope up to about 3 feet above the excavation bottom. The water was being aollcci~ed in trench on the west side ofthe excavation and was draining into the b arch diameter drainpipe which gravity discharges water on the northwest side of Beaver Dam (:ircle. We zecommended that additional filter fabric be placed azoumd the drainpipe opeAing, to reduce sediment entering the drainpipe, T,n lob No. 4060006 Ju1.27. 2001 8;36AM HP Geotech No. 1712 P. 3 ~, . ~ ' 1 DilCeou Realty ~~,~~ za, zoos Page 3 addition, we recommended that the wall backfill gravel extend to within 2 feet aftl~e ground sarfacc~ to intcrceptperchcd groundwater. Toundation Ttecommendattons: The soil conditions exposed in the excavation arc consistent with those previously encountered on the site and the cou~pacted gravel sttuctoral f[ll will be suitable for sapport of spread footings designed for the recommended allowable bearing pressuxe of 3,Q00 porwds per square foof. Water seepage into the excavation should be collected and diverted away from the foot5uag areas and an~r softened soils and z~ated removed before concrete placement. Other recomme~adations presented in our previous reports which are applicable should also be obsercved. Limitations: The recommendations submitted in this letter arc based on our observation of the free w~tte~r and soils exposed within the foundation excavation and the pre~rious subsurface exploration at the sift. 'V'ariations in the subsurface conditions below the excavation could increase the risk of fatmdation movepaea~t, we sho~tl'd be advised of any variations en~countcred in the excavation conditions for possible chaagcs to recommendations contained in this Iettcr. Sincerely, I~woRT~r - ra~WLAx. oEO~cI-nvlC~,, n~rC. Ronald r. Ulallc, P.E., C.C E, Associate Reviewed by: Cxwff cc: Art .bloy - AH Architecture, PC Denny Stoner -~ Zeeb Custom Remodeling, Tnc. J ~.. ..~~ ,1, 111/IIIII .~~~~P~p ~~~~5`. i • o • ~0'3:~~~y~,t~~r ~~~%~C_3E~. 28161 p~ ~ ~ ~: .p ••,,, ~NA1.~ ~,,. 1,1...,• ]ob loo. 406 0006 ~~(~ McGlamery Structural Graup___, Inc. COpSUlTIN6 STRUCTURAL ENGINEERS ~;, ~ yi' ~..,,,' September 17, 2007 Mr. Denny Stone Zeeb Custom Remodeling Box 1997 Avon, GO 81620 Re: Dikevu Residence 3b2 B, Beaver Dam Circle Vail, CO Dear Denny, The location of the sewage ejector pit and location of under slab plumbing is acceptable with regards to the foundation pad footings. Sincerely, The McGlamery Structural Group, Inc. vo,o7~~is Sam McGlamery, p~~a~t ~~~, ~~ Principal o`;°vy' '~~+~~ ~:~ 19816 m;d STM/smc ~'~ ... 3734 Oaege Street Denver, GO 80211 ~ uh 303.455.8988 fx 303.45 1.8446 ~ m:g~mcstructurelgroup.com t0/t8 3Jt7d JSW 9bb855bEAE 9E~Z0 L00Z/9T/66 April 26, 2008 Town of Vail OFFICE COP1f I.C.C. Plans Examiner Town of Vail Building Safety and Inspection Services 75 South Frontage Road Vail, CO 81657 ~~ 12 r Re: Dikeou Residence 352 Beaver Dam Circle Building Permit #B07-0013 Dear Building Inspector, This is to confirm that I made site visits on 1 1 /29/07, 01 /17/08 and 04/24/08 to review the structural framing. To the best of my knowledge the framing has been completed in conformance with the structural drawings. No outstanding items requiring correction are remaining. Please call with any questions. Sincerely, r The McGlamery Structural Group, Inc. _;~' ~~yq REG~ ., ~:~ ,~~:,~p1N NI~~ Ate` € .~ ,~ ;,~ E~ ~°~ ~9s1s ~'4 ~~ Sam McGlamery, P.E. .,~~~ ~'` Principal ~, ~~ .,,~... . ~? STM/smc McGlamery Structural Group, Inc. CONSULTING STRUCTURAL ENGINEERS 3734 Osage Street Denver, CO 80211 ph 303.455.8988 ^ fx 303.455.8446 msg@mcstructuralgroup.com TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE ALARM PERMIT Job Address: 352 BEAVER DAM CR VAIL Location.....: 352 BEAVER DAM CR'B' SIDE Parcel No...: 210107112014 Project No ' OWNER DIKEOU, PANAYES J. 1615 CALIFORNIA ST 707 DENVER CO 80202 APPLICANT THUL ELECTRONIC SYSTEMS P O BOX 534 AVON CO 81620 License: 112-S CONTRACTOR THUL ELECTRONIC SYSTEMS P O BOX 534 AVON CO 81620 License: 112-5 02/20/2008 02/20/2008 02/20/2008 Permit #: A08-0010 Status ...: ISSUED Applied ..: 02/20/2008 Issued . .: 02/22/2008 Expires . .: 08/20/2008 Phone: 970-949-4638 Phone: 970-949-4638 Desciption: NEW FIRE ALARM SYSTEM FOR A NEW DUPLEX 'B' SIDE Valuation: $2,200.00 #################################################################4## FEE SUMMARY ############################################################ Electrical--------> $ o . o o Total Calculated Fees--> $ 314 .5 0 DRB Fee-------> $ 0 . o o Additional Fees---------> $ o . 0 0 Investigation---> $ o . o o Total Permit Fee--------> $ 314.5 0 Will Call---------> $ 0 . 0 0 Payments------------------> $ 314.5 0 TOTAL FEES--> $314.50 BALANCE DUE--------> $0.00 ##i########fi################################i##################f#######4################i#######################################i############### Approvals: Item: 05600 FIRE DEPARTMENT 02/21/2008 DRhoades Action: AP Approved as noted: 1. Change smoke detector in storage area, under stairs, to a heat detector per VF] Standards. 2. Heat detector(s) required in all accessible storage areas and in all accessible crawlspaces. 3. One set of stamped, approved plans must remain on-site. ##i########################################################i##########i###########################t##########################################f### CONDITIONS OF APPROVAL ################################################################################################################################################# DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the T wn applicable thereto. -~ VAIL FIRE DEPARTMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES TOWN OF VAIL, COLORADO Statement Statement Number: 8080000192 Amount: $314.50 02/22/200811:05 AM Payment Method: Check Init: DDG Notation: -------- Thul 41296 -------------- ------------------------------------------------------- Permit No: A08-0010 Type: ALARM PERMIT ' Parcel No: 2101-071-1201-4 Site Address: 352 BEAVER DAM CR VAIL Location: 352 BEAVER DAM CR 'B' SIDE Total Fees: $314.50 This Payment: $314.50 Total ALL Pmts: $314.50 Balance: $0.00 *******************~*************r********************************************* **~*****~**** ACCOUNT ITEM LIST: Account Code Description Current Pmts --------------- ------------ -------------------- --------------- BP 00100003111100 FIRE ALARM PERMIT FEES 82.50 PF 00100003112300 PLAN CHECK FEES 232.00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR t1NS ~ J ~~ Project #: Building Pe it -Q 3 Alarm Permit #: 970-479-2135 (Inspections) ~~y0PY~ TOWN OF VAIL FIRE ALARM PERMIT APPLICATION Commercial ~ Residential Fire Alann shop drawings are required at time of 75 S. Frontage Rd. appticatiore submittal and must include infiorrrration listed ort the Yail, Colorado 81657 2'd page of this form. Appii~ation will not be aces without this information. CTO FORMATION Fire Alarm Contractor: Town of V 'Reg. No.: Contact and Phone #'s: f l~ti~ ~ ~ ~~~-~~-~s >u l s i a- ~ Poi i'~ ~~-~g ~ ~ rE-Mail Address: i'~~1 B ~ 't ~~L~G'~Q~ ~n «s ~ G ~ ~1 Contractor Signature: COMPLETE VALIJ~tTIONS FOR ALARM PERMIT (Labor .& Materials} Fire Alarm: $ ~'~~~. ~J Contact Ea /e Coun Assessors OfEce at 970-32&8640 or visit www.ea le-counf .com for Parcel # Parcel# ;Z(Dlv'T I I aDI~ ' Job Name: ~ i ~~,~t,( ~£S j ~ j~~ NGf: Job Address: ~ $,Z ~1~'V~ (Z.. ~~ ~ ~ oaf L- Go Legal Description Lot: ~ Block: ,~ Filing: r~~v r~Q ~~ Subdivision: ~~ k-~ Q ~/~ LQ;Ca_ ' Owners Name: ~~~` ~ ~l Address: _ ~ ~ ~ e'~~~- ohone: ngineer: ~ _ ~~Cx - Ad~ire K ~- IFi2-cscz~, Phone: ~-lo -- ~,©g _ ~ o ~ -z- o~'ii E. Mme- boa ~3cyc 1u'13 Co.gb( Detailed Location of work: (i.e., floor, unit #, btdg. #) Detail~e~d~d`e~scri~ption of work: i Y~~~ i.G'~C-F ~ ll.~.vVt ~j- L ~ Y~ ~U lt- ~f V~ ~~- Work Class: New Addition ( ) Remodel ( ) Repair ( ) Retro-fit ( ) Other ( ) Type of Bldg.: Single-family ( ) Two-family (~() Multi-family ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation units in this building: ~ Daes a Fire Alarm Exis#: Yes ( ) No Does a Fire Sprinkler System Exist: Yes ( ) No (uJ --~ s _ _ _ _-- - ~_ W ,yam ~~ _. V,. Y. _W_.~ _ ., . _ _ Other Date __- ~~- Approved as uTmltted ^ ~, , App~d as Noted ~ ~r;:~' ,:{.. , ,... .._ ~~ p {~ i; r=~~nr~nn~ • ~Y a d.,~-..; ..e... ; c .. _ ...... ' ~ _. i _...._-_ _ ._.... _ _... r ..; ~4// 4 ~. ~ y{/~ l y, ~~~' D ~ ~ ` TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: ELECTRICAL PERMIT Job Address: 352 BEAVER DAM CR VAIL Location.....: 352 BEAVER DAM CR Parcel No...: 210107112014 Project No ~O"l -~33 OWNER DIKEOU, PANAYES 1615 CALIFORNIA DENVER CO 80202 APPLICANT SABO ELECTRIC 0799 COTTONWOOD GYPSUM CO 81637 License: 276-E CONTRACTOR SABO ELECTRIC 0799 COTTONWOOD GYPSUM CO 81637 License: 276-E ~7. 07/26/2007 ST 707 07/26/2007 PASS ROAD 07/26/2007 PASS ROAD Permit #: E07-0155 ~~ - OU ~~ Status ...: ISSUED Applied ..: 07/26/2007 Issued . .. 07/30/2007 Expires . .: O1 /26/2008 Phone: 970-524-7970 Phone: 970-524-7970 Desciption: NEW CONSTRUCTION OF A SFR -Install temp power feed from existing stack. Temp has been rewired to bypass meter on temp board. Valuation: $0.00 Square feet: 100 ##########f###########4###############################i##########+# FEE SUMMARY ####*############*###*#####**#####*#####*#######*s#######:## Electrical------> $si . 75 Total Calculated Fees--> $sa . 75 DRB Fee--------> $ 0.0 0 Additional Fees---------> S 0.0 0 Investigation---> $ 0 . o o Total Pennit Fee--------> $ 54.75 Will Call---> $ 3 .0 0 Payments------______> $ 54.7 5 TOTAL FEES--> $ 54.7 5 BALANCE DUE-------> $ 0 . 0 0 ###############################################################################f#################i################################f############## Approvals: Item: 06000 ELECTRICAL DEPARTMENT 07/26/2007 shahn Action: AP ########f###s######s#################s###############;#########;#######4######################################################################### CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. #################f#######f#####################################################################i#########;####################################### DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. r uGu", 'r DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES TOWN OF VAIL, COLORADO Statement **~*r~***************~********************r**********~****~+***~******~**~****+********~**** Statement Number: 8070001377 Amount: $54.75 07/30/200709:27 AM Payment Method: Check Init: DDG Notation: Sabo Electric 7895 ----------------------------------------------------------------------------- Permit No: E07-0155 Type: ELECTRICAL PERMIT Parcel No: 2101-071-1201-4 Site Address: 352 BEAVER DAM CR VAIL Location: 352 BEAVER DAM CR Total Fees: $54.75 This Payment: $54.75 Total ALL Pmts: $54.75 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 51.75 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE • Project #:. //°7"°O~ Building Permit #: ~ • c~'1. ' l~ 1 ~ Electrical Permit #: ~~~~ a I~ ~O, 970-479-2149 (Inspections) 75 S. Fronbge Rd. Vafl, Colorado 81657 TOWN OF VAIL ELECTRICAL PERMIT APPLICATION CONTRACTOR INFORMATION .E~l`ectrical Contracbor:~ Town of V/ail Reg. No.: Contact Pcerson and Phone #'s• JA~~ G lC.~.f-r~c. ~°'-&s 'ZZ b --,~j i~Cwt d 3 ~D ~~ I fw E-Mail Addrea: Fax#: Contractor Signature: _ _ COMPLETE SQ. FOOTAGE FOR AREA OP WORK AND VALUATION OF WORK (Labor & Mafierials) AMOUNT OF SQ FT IN STRUCTURE: ~ ELECTRICAL VALUATION: $ Conla~at Ire Can Airs ORi~,ie at 970-328-8640 or visit www, ea !e-coup m for Pam # Parcel # 2t0/p~ i ita !y Job Name: i3r~~ 2~. der4d~ Job Address: 35a~3"' c..R,u Q' G~,-._~~, Legal Description Lot: Block: Filing: Subdivision: Owners Name: -pP.~a. e s ~ ~ ka~er Address: tc ~ ~ ck~, i;~,~;M S~ g~ Phone• Enair>eer: Address: Phone: Detailed description o~ work: ~ ns ~~.~. r~ ~ v wc..~ ~d ~^~ c~c ~ s4- `Kj rK.r~-v ~fi,. c,C @..~! I, j..r i1iC-er /'~~.,++r'rr~ ~'° bY~lcrt ~.'f~' G ~ T~-~"'- P {3riot-rD Work Class: New () Additbn ( ) Remodel (. ) Repair ( ) Temp Power Other ( ) Work Type: Interior ( ) Exterior ( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: angle-famiy ( ) Duplex MuNi-famiy ( ) Commercial ( ) Restaurant ( )Other ( ) • No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this rmit for a hot tub: Yes No ~ Does a Fire Alarm Exist: Yes ( ) No (j-) Does a Fire Sprinkler System Exist: .Yes ( ) No (~) OFFICE USE ONL Page 1 of 2 b1 ~~~ 26 11/23/2005 ,J r. f F:\odev~FORMS~PERM17"5~Buiiding\etectlcal~ertni1L11-23-2005.DOC NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ~wxo~vn¢ Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 ELECTRICAL PERMIT Permit #: E08-0041 ~~~~-~i3 ASFR Job Address: 352 BEAVER DAM CR VAIL Location.....: 352 BEAVER DAM CR Parcel No...: 210107112014 OWNER DIKEOU, PANAYES J. 03/27/2008 1615 CALIFORNIA ST 707 DENVER CO 80202 APPLICANT DIKEOU, PANAYES J. 1615 CALIFORNIA ST 707 DENVER CO 80202 CONTRACTOR SABO ELECTRIC 0799 COTTONWOOD PASS ROAC GYPSUM CO 81637 License: 276-E 03/27/2008 03/27/2008 Phone:970-524-7970 Desciption: ELECTRICAL FOR NEW CONSTRUCTION OF A SFR Valuation: $90,000.00 Square feet: 4500 Status ...: ISSUED Applied ..: 03/27/2008 Issued . .: 04/24/2008 Expires . .: 10/21/2008 ******************************************************************* FEE SUMMARY ************************************************************************* Electrical Permit Fee---------> $201.25 Total Calculated Fees--> $205.25 Investigation Fee--------------> $0.00 Additional Fees----------> $0.00 Will Call Fee--------------------> $4.00 Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $205.25 Total Calculated Fees-------> $205.25 Payments-----------------> $205.25 BALANCE DUE----------> $0.00 *#****************#********************************t ********************* ***************************************************************************************** Item: 06000 ELECTRICAL DEPARTMENT 03/27/2008 rlf Action: AP APPROVALS Item: 05600 FIRE DEPARTMENT ****************************************************************************************************************************************************************** CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ********************************'k*************************************#******************************************************************************************* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. ~cZ.[..cQ- Scl~/a Signature of Owner or Contractor ~A ~ ~ S~ bG Print Name Project #: ~30~ -oa3"~ Date elec_prm_041908 TOWN OF VAIL, COLORADO Statement *****************s********s******~*~******+*~******~+~*******~*********~***************+***~ Statement Number: 8080000521 Amount: $205.25 04/24/200809:22 AM Payment Method: Check Init: DDG Notation: Sabo Electric 8227 ----------------------------------------------------------------------------- Permit No: E08-0041 Type: ELECTRICAL PERMIT Parcel No: 2101-071-1201-4 Site Address: 352 BEAVER DAM CR VAIL Location: 352 BEAVER DAM CR Total Fees: $205.25 This Payment: $205.25 Total ALL Pmts: $205.25 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 201.25 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 APPLICATION WILL NOT E~tC INCOMPLETE OR UNSIGNED Project #: -o 03 3 //~~ Building Permit #: - v ~ ~ a V~• lectrical Permit #: ~ ~!„* 70-479-2149 (In~~c~ns)~ ~ J 75 S. FYo~ge ~ (~~ I ri~ /~;CQJ ~~ ~~ Vatl, Colorado 8 7 ~r~ ~ (~ S AMOUNT OF SQ FT IN STRUCTURE: cJ' SU v ELECTRICAL VALUATION: $ ~ ~ avU Corrb~arEaplfe CorinlyAsae~vra OA'k~e at`970-328-8640 or fi~i~it www.eaa/e-countvcnm li~rParaa/,~0~ ~~ # ~o +v7 ~ i ao+~ Job Name: ~; kevv~ ~~ d~,i.,tL Job Address: 3S'a ~ c-~uxr• Aa.w- ~~ ~c.l+t. Lagal Dasaiption Lot; Block: Flling: Subdivision: Owners Name:-~p n cs ~ ~~Ccou Address: i 6 ~sC,c~,1.1'. ~ i4 S~ei~~ p ~ Phone: Erlgifleer: Address: Phone: Detailed destripti0n ~ work: Ntw "~ «.la.. k l ~... Work Gass: New (~ Addition ( ) Retnodei (. ) Repair ( ) Temp Power ( ) Oilier ( ) Work Type: Interior ( ) Exterior ( ) Both ¢~ Does an EHU exist at this lx~tion: Yes ( ) No ( ) Type of Bidg.: Single-family ( ) Duplac~ Multl-family ( ) Commerdal ( ) Restaurant ( )Other ( ) • No. of Existing Dwelling Units in this building: No. of Aooommodation Units in this building: Is this it for a tot tub: Yes No Does a Rre Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) ***************'*****************"*****FOR OFFICE USE ONL' 2008 r. ' TOWN O~ VAIL ~ 1 F: I~ng\electlcal~ermi~ii-23-2005.DOC Page 1 of 2 11/23/2005 COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials) TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M08-0060 X0`1- a 6 ~~ Job Address: 352 BEAVER DAM CR VAIL Status ...: ISSUED Location.....: 352 BEAVER DAM CR Applied ..: 03/26/2008 Parcel No...: 210107112014 Issued . .. 04/01 /2008 Legal Description: ~, ~,~1 _ 0633 Expires . .: 09/28/2008 Project No OWNER DIKEOU, PANAYES J. 1615 CALIFORNIA ST DENVER CO 80202 CONTRACTOR ALPINE MECHANICAL PO BOX 973 AVON COLORADO 81620 License: 343-M APPLICANT DIKEOU, PANAYES J. 1615 CALIFORNIA ST DENVER CO 80202 707 707 03/26/2008 03/26/2008 Phone: 926-2412 03/26/2008 Desciption: SNOWMELT SYSTEM, WATER HEATER AND GAS PIPE HEATING SYSTEM Valuation: $27,520.00 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ##*#*###*#*##*########**####*****###***#######**#+###**####**###*#** FEE SUMMARY ####################################################*####### Mechanical--> $ 5 6 0 . o o Restuarant Plan Review--> $ o . o o Total Calculated Fees---> $ ~ 04.0 0 Plan Check---> $14 0 . o o TOTAL FEES--------------> $ ~ 04 . o o Additional Fees-----------> $ o . 0 0 Investigation-> $ o . o o Total Permit Fee----------> $ ~ 04.0 0 Will Cal I-----> $ 4. 0 0 Payments------------------> $ 7 0 4. 0 0 BALANCE DUE--------> $ o . 0 0 Item: 05100 BUILDING DEPARTMENT 03/27/2008 jplano Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC . '~ Cond: 31 ''~, (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. .:....+:........*:~:.....,..:.:....3«.~.-:*...~.*:..:...:.*«.+..*.:.s+...~.....:~::.*.....~....++.:.:..*s+.:..ss**.*....+...:sss+..~a.sa*.~::.~.«. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN A,bVANCI# BY TEL~P~IONE~C7~479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNA,TU~E OF OWNER OR C(bNTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement Statement Number: 8080000370 Amount: $704.00 04/01/200812:4 6 PM Payment Method: Check Init: LC Notation: #9245/ALPINE MECHANICAL CONTRACTORS INC -------------------------------------------------------------- Permit No: M08-0060 Type: MECHANICAL PERMIT --------------- Parcel No: 2101-071-1201-4 Site Address: 352 BEAVER DAM CR VAIL Location: 352 BEAVER DAM CR Total Fees: $704.00 This Payment: $704.00 Total ALL Pmts: $704.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts MP 00100003111100 MECHANICAL PERMIT FEES 560.00 PF 00100003112300 PLAN CHECK FEES 140.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 APPLICATION IARtl NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE~n ` ~ ~~ TOV Project #: rK.~ Building Permit #: 4 - ( 3 Med~anigl Permit ~s 970-479-2149 (Itrpectlons) 75 S. Frontage Rd. vaq Colorado 81657 will not be aaoepted vritltotrt the tblbwing: ;,e~e Med~ankal moan Layout dravrn do scale to (~ ~ ~ ~/ ~,--`M.d,aMcsi i~ Dim D a~ combustlan Air Duct ~ and Locatlon m~ Flue, vent and Gas Une Size and Location MAR 2 6 2008 Loss caics. ~pn~nt cut/spec S TOV1tN OF VAIL i'`VI71G~ /I~ w ~w~. - - - -- - - Job Name: ~ ~ ~.1 ~~~ ~ ~sI ~.~ c ~ lob Address: Z ~ ~+,ake d~+-r" Gfi iQ .3~.5 L~ ~ V Owners Name: Address: Address: Phase: (Mork (Jess: New Additlon ( ) Alteration ( ) it ( ) Otfier ( ) . Bch` ipr ( Exterior ( ) Other ( ) Does an EHU exist at this location: Yes ( ) No ( ) Multl-family ( ) Type of Ndg: Stogie-family ( ) Dupbc Com~r~enial ( ) Restaurant ( ) Otl~ ( ) Units in thisbuilding:. Z i~b. of ExiStirtg~Dweltng No. of Aooornmodatlon Units in this buNding: of ; Gas.... canoes Gas w PeNet Wood hype ~ flreplaoes: proposed: Gas Appliances (?,) Gas Logs (() Wood/Pellet ( ) wood Burning. (NOT ALLOWED) Is td~ a conversion from a wood burning tireplaoe to an EPA Phase udevice? -Yes ( ) No olc***~lak********alalalc****~c* F: ltned~ar~al_Pe+tr~il-T3-2005.DOC '~ ~o~~ luz~oos. . . ~ ..An A/'/A . ~~~~ w]wwi dh/1~11/'Yf//'I111/ /Y'U/'/ ~ MARS Y ~~ 1 Lx` V ~ ` i ~~ '-~ ,~ i ~ ~ ~~ 3 ~ ~ ~ ~ ~ ~ ~, ~,-~ _} ~ ~ ~ ~. :a ,~ ~ ~ ; v .~ ~ ~y ~ ~, u~ ~ s ~ ~ ,~ o ~~ ~ ~ -~ ~ ~ ~~ ~ ~~ ~-~ w ~ ~ ~ ~.. :~ f ~ ~r ~ ,~ -~ `~ ~ f ~ O t ~ ~. 9 ~ ~~ ~ '~'^ '~ E _..._ ._.._._.__.~_ ._~._._.~.._~_... ~ ,~ ._.-_--.----~_......_~, ~ ~ ~ __ i ' ~ ,ry, i 4 ~ ~~ a 1~) ~~ v t~ ryry~ `v T J •~{, ~. `'~ ~ :C a V ~~u ~?v, Y V ~,.~~ ~:. ~~ i. ,h~ m ' ~~ I ,j a ~~ ry ~~ v ~1 ~. ::- ~~i ~ ... y 1• , `~' 0 Q ~ ~ ~. _w^ ~. ~ ~~ v ~ ~ ~ '~ ~ ~ a ~' ~ ; o U +' i# `~, ~' ~-o ~~ ~ Q -. ~ ~ o' z ;. -.~ ; i ~ =- ~1' ~ f vim; o 1~ d z ~~ ,ems r.. Y ~,<..:_, ~~ ~ ~ L_ ~ cra ~~ =~ Q c~ o c `- ~ ~ O <` ~77 7 .._ D Q ~ ~ ~ ~ N O M E" ~ ~ ° ~ p O h N ~ r+. l N N N O O Q O .~ h O~ h S h N .-: C M e ~ pO ~ p~ ~ ~°p p°p N ~ ~ 00 ~~„ N O ~ Q v ~ v'1 d v~ .r N N ~ M 0 N 0 .-~ N tp oO M .., ~ pa ... °pp 0 $ O .~. N ~ , d .°o °a~ ~ °o ° o v ,_., ° ~ N g c ° .NO ~ ~ ~ N N N N N _ O N N a ~ U ~, aa ~ x a, O p ~ ~ O a v~ ~ ~ ~ E W CaC ~ ~ a „ C y A~ a ,~ E+ v ~ ~ a w p a a a ~ a "a e ~ ~ ~ ~ ~ O H W ~ O a ' D O H a t g tia A a O H ~ v H ~ ~A ~ ~ ~n a aa a ~ z 0 ~~~ v c a °a ~ a S M y ~a Fi e O Q a Sao ~~ E-~ O ~ .a E7 E0„ ~ o, O 0 ~ y~y AG a ~ ~ ~ wwE"' ~ ~ ~ °' w A ~ _ i~ ~ ~ ~ C a A ~ ~ ~ zb~~~~ o~do3 a ~~o'~~o~ ~~~~~8 A O+ oD QQ ~ per, Az~~~ ~~z~~ v ~ ~ a o O oho ~ N a~~~o~ a~oWc a bj o ~ ~ a !~E+p0 Ae TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M08-0070 ~O~-~t~ Job Address: 352 BEAVER DAM CR VAIL Status ...: ISSUED Location.....: 352 BEAVER DAM CR Applied ..: 04/11/2008 Parcel No...: 210107112014 Issued . .. 04/14/2008 Legal Description: "~1~; ~6~-0033 Expires . .: 10/11/2008 Project No OWNER DIKEOU, PANAYES J. 1615 CALIFORNIA ST 707 DENVER CO 80202 APPLICANT SKYLINE MECHANICAL P.O. BOX 1258 GYPSUM CO 81637 License: 121-M CONTRACTOR SKYLINE MECHANICAL P.O. BOX 1258 GYPSUM CO 81637 License: 121-M 04/11/2008 04/11/2008 Phone: 970-524-6809 04/11/2008 Phone: 970-524-6809 Desciption: MECHANICAL FORCED AIR HEAT SYSTEM & GENERAL VENTILATION AND GARAGE HEAT Valuation: $22,000.00 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ####################f############################################### FEE SUMMARY *####*#####*###*###*###*#*#######**##*s##*####*############# Mechanical---> $440.00 Restuarant Plan Review--> $0. oo Total Calculated Fees---> $554 . o0 Plan Check---> $110.0 0 TOTAL FEES------------> $ 5 5 4 . o o Additional Fees----------> $ o . 0 0 Investigation-> $o.oo Total PermitFee----------> $554.00 Will Call----> $4.00 Payments-----------------> $554 . o0 BALANCE DUE--------> $ 0 . 0 0 ####################f##############i##################*########################################################################################## Item: 05100 BUILDING DEPARTMENT 04/11/2008 RLF Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND r CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC . Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. ################################4#############f############################4#####f##################################4############################ DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review ', approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. ~ REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. TURE OF OWNER OR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement ********«*+*******+**********~********+********r******~********************~******** ~******* Statement Number: 8080000434 Amount: $554.00 04/14/200809:17 AM Payment Method: Check Init: RLF Notation: 12525 skyline mechanical -------------------------- ---------- ----------------------------------------- Permit No: M08-0070 Type: MECHANICAL PERMIT Parcel No: 2101-071-1201-4 Site Address: 352 BEAVER DAM CR VAIL Location: 352 BEAVER DAM CR Total Fees: $554.00 This Payment: $554.00 Total ALL Pmts: $554.00 Balance: $0.00 ********+**r*************~******s*******ss*********~****************************~~****+***** ACCOUNT ITEM LIST: Account Code Description Current Pmts ---------- ------------ -------------------- -------------------- MP 00100003111100 MECHANICAL PERMIT FEES 440.00 PF 00100003112300 PLAN CHECK FEES 110.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 Rpr 09 2008 3:32PM Skyline Mechanical INC. 970-524-6810 APPIicA'rriflM 'WIi.L NOT BE ACCEPTED iF iNCOMPPro Eft #NSYGNED ` Building Permit #:,...$~ ~G i~ Y• O Mechanical Pernr,it #: J 970-479-2149 (I~sped TYNPN~PYA~ To of ~ rya I ~ P RMi 75 5. Frontage Rd. Vail, Colorado SS657 ]ob Name: Legal Description Lot: Owners Name: bt ke Engineer; ncr~~lwi ripscriotion of WO Job Address: 3So2 ~ 8 ~RYc~C'0/ R~+ ' Subdivision: /~ ~/ 1 gib; Filing: ~ 7 Work t~s ~ New ~ Addition ( ) Alteration ( ) Repair { ) Other ( ) Boiler Location: Interior ( ) E;cterior ( ) Other ( ) Does an EHU exist at t?~is location: Yes ( ) No ( ) Multi-family ( ) Cpmrnercial ( ) ReSburant ( )Other ( ) Type of Bldg: Single-famity,Q~ Duplex ( ) No. of Existing Ovuelling Units in this building: No. of pcoommodation Units in this building: No of Fire leaps Existin Gas trances "~' Wood~Pellet ( ) ~ Wood Burning (NOT ALLOWED) No/Type of Fireplaces Proposed: Gas Appliances ( )Gas Logs ( ) is this a u~et5ion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( ) COIF°L.ETE VALUATION FOR MECHANICAL PERMIT (Labor & Materials) MEG~IAIVICAL: $ 00 CONTRACTOR INFORMATION p.l Permit wilt not be accepted without the folio u v ~ Provide Mechanical Room ii.ayou~t drawn to scale ua~R _ 9 2UU8 ^ Mechanical Room Dimensions ^ Com scion Air Duct Size and Location and Gas ON-N OF VAIL a Calcs. n E ment G'~`5 ~-~ ~ r,~ ~... ~w~w,e ~ o~r~32B-BB40 or visit www e~le-cnunty.com 1b~r' Psrre/ # no Wd9• permit # is F:/everyone/loans/ meci~perm NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ~~to~vn¢ ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970-479-2139 f. 970.479.2452 inspections. 970.479.2149 ALL TIMES MECHANICAL PERMIT ADUP Job Address: 352 BEAVER DAM CR VAIL Location.....: 352 BEAVER DAM CR Parcel No...: 210107112014 OWNER DIKEOU, PANAYES J. 05/02/2008 1615 CALIFORNIA ST 707 DENVER CO 80202 APPLICANT HOME & HEARTH OUTFITTERS 730 S. JASON ST. #28 DENVER COLORADO 80223 License: 368-M CONTRACTOR HOME ~ HEARTH OUTFITTERS 730 S. JASON ST. #28 DENVER COLORADO 80223 License: 368-M 05/02/2008 Phone: (303)327-4654 05/02/2008 Phone: (303) 327-4654 Desciption: INSTALLATION OF DIRECT VENT T&C FIREPLACE AND 2 MASONRY BUILD WITH GAS LOGS AND VENTS Valuation: $5,996.12 Permit #: M08-0091 Project #: PRJ07-0033 Status ...: ISSUED Applied ..: 05/02/2008 Issued . .: 05/0712008 Expires . .: 11/03/2008 r11111r11rrrrw11N1111Nrrrr1111r1NrrrrN1111N1f11r*r1r1N11111rrrr1N11111r.rFEE S.uMMARYf1rNlrrrrrrr11111111Nr111N1111Nr1r1N1111N:rrrN1111N11rr1111f:Nrrrr111111 Mechanical Permit Fee-> $120.00 Will Call---------> $4.00 Total Calculated Fees---> $154.00 Plan Check---------> $30.00 Use Tax Fee-----> $0.00 Additional Fees-------> $0.00 Investigation-----------> $0.00 TOTAL PERMIT FEE---> $154.00 Total Calculated Fees-> $154.00 Payments-------------> $154.00 Nrr111#11rrN#rrrlf *#11Nr44*rr rrlHf f i#rrrrrrlNf f f ifrlrrr11111r1#f *f f Nr1#lfrrr*rN *1#4fi11111rrr111111111f #rNN BALANCE DUE--> 11111f rriiNr11111fr1frrrr11f111rrN $0.00 rrr111frfrN*rr1N1111Nrr1rNlf # Item: 05100 BUILDING DEPARTMENT 05/02/2008 RLF Action: AP APPROVALS Item: 05600 FIRE DEPARTMENT lrrrr1N11rafrr1r11111f:NrrrllNf of N1rrrN1111N1rrrrrr111N11111r1r11N1111rrr11N1111rN11111111rrrrr1r111111r1rrrr1NNlNrrrrrr1111:Nrrrr11N1111rrr1N111r1rrr11N:11rNr111N11f CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED mechcanical~erm it_041908 MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. rrrrrrrrrrrrrrrrrrrrrrrarrrrrrrrrrrrrrrrrrrrrrr:rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr:rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrwrrrrrrrrarrrrrrrrrrrrrrrrrrrrrrr:rrrrrrrrrr»rrr DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHAL4 BE MADE AM -4 PM. ~ G l~ -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0( Signatrire o~f Oj)wner or/~Contrac(t/o~ r Print Name s 7~~ ~ Date mechcanical~erm it_041908 **********~*****~******+***~**r**r*~*****s****************~****~********~***************~*** TOWN OF VAIL, COLORADO Statement :********r**s****~*******************~***************~**~~*************~~******~************ Statement Number: 8080000633 Amount: $154.00 05/07/200810:01 AM Payment Method: Check Init: DDG Notation: Home & Hearth 057918 --------------------------------------------------------- Permit No: M08-0091 Type: MECHANICAL PERMIT Parcel No: 2101-071-1201-4 Site Address: 352 BEAVER DAM CR VAIL Location: 352 BEAVER DAM CR Total Fees: $154.00 This Payment: $154.00 Total ALL Pmts: $154.00 Balance: $0.00 ***************************************************~*********s***~~******~******~*********** ACCOUNT ITEM LIST: Account Code Description Current Pmts MP 00100003111100 MECHANICAL PERMIT FEES 120.00 PF 00100003112300 PLAN CHECK FEES 30.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 t ~~~~ ~ APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNEDP ~~ O, ~ _033 TOV Project #: Building Permit #: ~' "~~ Mechanical Permit #: q I 970-479-2149 (Inspections) 75 S. Frontage Rd. Vaii, Colorado 81657 Contractor Signature: COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials MECHANICAL: $ ~ I.e • ~ ~.,r_ _ _ _.. A-in ~f ~sn otAA w...:w.F un~nu non/G-M//f9}V M/1') 7n/' Pa/1G7e~ ~M contact ra ie Love ~~~ ~.••~ p~ - - Parcel # -. ... _,_,_ -- - -- - ~ - - - ~I D ~ ~1 I I ZOl~if )ob Name:~~ ~~-GdV ,(~ id~~~ ]ob Address: ~5 ~$ ~~vf'.1~ ~~•1~" ' Legal Description Lot: Block: Filing: Subdivision ~ i~ ~ ( G Address: ' '-~ ~' Owners Names `, '~ n, ~- Phone• ~ '1(0- c~ Engineer: Address: d: _ ,- -- Phone: Detailed description of work: y D f d OY~ 1°D~`f~C~f' 1~!'~')' 'd'C Ye~~ ~Ge~ 4' Z r~8~t.~--r bv~7d, ~,~, ~l- V~y1 Work Class: New ) Addition ( ) Alteration ( ) Repair ( ) Other ( ) Boiler Location: Interior ( ) Exterior ( ) Other ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg: Single-family ( ) Duplex ( Muiti-family ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No a of Fire laces Existin Gas A liances Gas L s Wood Pellet Wood Burnin No/Type of Fireplaces Proposed: Gas Appliances (~) Gas Logs (~ Wood/Pellet ( ) Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( ) *********************** F:\cdev\FORMS\Pe~its\Building\mechanical~ermi~ll-Z3-2005.DOC Z,Z•d ZSbZ6Zb0L6:o1 TOWN OF VAIL MECHANICAL PERMIT APPLICATION Permit will not be accepted without the following: ~ ~ Provide Mechanical Room Layout drawn to • ~ ~ ~~ o Mechanical Room Dimensions D ^ Combustion Air Duct Size and Location ^ Flue, Vent and Gas Line Size and Locati ^ Heat Loss Calcs. ^ Equipment Cut/Spec Sheets TOWN OF ~O~rl~ CONTRACTOR INFORMATION ~00~ Town of Vail Reg. No,: Contact Person and Phone #'s: ~~ ~ ~ 7 - ~' ~IlPS ~~ .,..,,..o ~.~ a i .~~. ~~, a~+C•u.~.e . ~~ Fax#: 303' 27 - ~ y*********~****~************** 11/23/2005 9S9t~ Zz£ £0£ asno4a.apM d1H '8 OHH~wo.ad 9S~£Z 8002-Z0-J,kJW TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: P07-0144 Job Address: 352 BEAVER DAM CR VAIL Status ...: ISSUED Location.....: 352 BEAVER DAM CR Applied ..: 09/05/2007 Parcel No...: 210107112014 Issued . .~ : 09/10/2007 Legal Description: Expires . .: 03/08/2008 Project No OWNER DIKEOU, PANAYES J. 09/05/2007 1615 CALIFORNIA ST 707 DENVER CO 80202 APPLICANT ALPINE MECHANICAL 09/05/2007 Phone: 970-926-2412 P.O. BOX 973 AVON CO 81620 License: 142-P CONTRACTOR ALPINE MECHANICAL 09/05/2007 Phone: 970-926-2412 P.O. BOX 973 AVON CO 81620 License: 142-P Desciption: PLUMBING FOR BATHS AND KITCHEN, GAS PIPE FOR BOILER AND FURNACE Valuation: $50,000.00 # of Gas A liances: ?? # of Gas Logs: ?? # of Wood Pallet: ?? Fireplace Information: Restricted: ?? Pp #*##*###*##########*#**######**#***###**##*##*###+#*##*#*##*#*#*#*#** FEE SUMMARY #*#*#*#**##*###*##*##***#*#*####*#######s#*#####*##**#####*# Plumbing---> $ ~ s o . o o Restuarant Plan Review--> $ o . o o Total Calculated Fees---> $ 941.50 Plan Check---> $1 s ~ . 5 o TOTAL FEES--------------> $ 941.5 o Additional Fees-----------> $ o . 0 0 Investigation-> $ o . o o Total Permit Fee----------> $ 94 i . 5 0 Payments---------________> $941.50 Will Call----> $4.00 BALANCE DUE--------> $0.00 ##################i##f#############################################+k#####################4#######i############################################### Item: 05100 BUILDING DEPARTMENT 09/05/2007 cgunion Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ##############################################################################################################################################f## 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 camply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN AD ANC BY~LEPHON~ Ay~9-2199~.(~t AT/OUR OFFICE FROM 8:00 AM - 4 PM. SIG AT OF OWNE O CONTRAC'~OR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement Statement Number: 8070001805 Amount: $941.50 09/10/200710:59 AM Payment Method: Check Init: DDG Notation: Alpine Mechanical 9041 Permit No: P07-0144 Type: PLUMBING PERMIT Parcel No: 2101-071-1201-4 Site Address: 352 BEAVER DAM CR VAIL Location: 352 BEAVER DAM CR Total Fees: $941.50 This Payment: $941.50 Total ALL Pmts: $941.50 Balance: $0.00 ********************************************************~***~******************************s ACCOUNT ITEM LIST: Current Pmts Account Code Description ------------------------------ ------ PF 00100003112300 PLAN CHECK FEES 187.50 PP 00100003111100 PLUMBING PERMIT FEES 750.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 c~33 TION WILL NOT BE ACCEPTED IF INCOMPLETE OR U O~ APPLICA Pro~ect #~ Building Pe mit #: - D ~ Plumbing Permit #: t ~ 970-479-2149 (Inspections) • 4 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL PLUMBING PERMIT APPLICATION CONTRACTOR INFORMATION Plumbing Contractor: , Town of Vail R~ No.: Contact Person and Phone #'s: /~J ~ ~~~ ~i4 ~. ELK ~ ~ E-Mail Address: Cp ~~t ~N` ~1~~"~f • '~ ~ ~ Fax #: Contractor Signature: COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) PLUMBING: ~ Sd D Oa • G~ ;ontact Eag/e County Assessors ice at 970-328-8640 or visit www, ea4/e-county, com f+ur Par+ce/ # Parcel # Job Address: Job Name:/ ~~ov ~~ ~ / ,~t~G e' Z l . ~ V [rt EJ/~`/rJ ~/K Subdivision: Legal Description Lot: Block: Filing: Address: Phone: Owners Name: /'~/~~ © ~ Address: Phone: Engineer: Detailed description of work: Fv~ ~~ v -~ ~3v ~~ a ~- ~~ °` ~'~ '~~ ~ /3 Ile 2 ~ Work Class: New ~ Addition ( ) Alteration ( ) Repair ( ) Other ( ) Multi-famil Commercial ( ) Restaurant ( )Other ( ) Type of Bidg.: Single-family ( ) Duplex (~ Y ( ) No. of F~cisting Dwelling Units in this building: 2 No. of Accommodation Units in this building: *******~*****************~*************FOR OFFICE USE ONLY************************************* ~4V4f° Date ~~: o ~~od~ ~ SEP 0 4 2007 TOWN OF_VAIL Pa e 1 of 1 il/23J2005 F:\cdev\FORMS\PERMITS\Building\plumbing~ermit_l 1-23-2005.doc 9 ., 11-24-2008 Inspection Request Reporting Page 54 4'31 pm Vail CO -City Of Requested Inspect Date: Tuesday November 25, 2008 Site Address: 352 BEAVER DAM CR VAIL 352 BEAVER DAM CR A/P/D Information Activity: M08-0091 Type: B-MECH Sub Type: ADUP Status: ISSUED Const Type: Occupancy: Use: Insp Area: Owner: DIKEOU, PANAYES J. Contractor: HOME & HEARTH OUTFITTERS Phone: (303) 327-4654 Description: INSTALLATION OF DIRECT VENT T&C FIREPLACE AND 2 MASONRY BUILD WITH GAS LOGS AND VENTS Requested Inspection(s1 ll ~ ~/~ J C/ ~ ~~ ~i~:~~p~~ Item: 390 MECH-Final Requested Time: 10:30 AM /' Requestor: HOME & HEARTH OUTFITTERS Phone: 376-4453 ~)v) Assigned To: GDENCK ~ --~~~ /' ; Entered By: DGOLDEN K Action: Time Exp: 5~ Inspection Histo Item: 200 MECH-Rough "" Approved "' 05/14/05 Ins ector: JRM Action: AP APPROVED Comment: 3 REPLACES ROUGH APPROVED Item: 310 MECH-Heating Item: 315 PLMB-Gas Piping Item: 320 MECH-Exhaust Hoods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final REPT131 Run Id: 8730 B07 -0013: Entries for Item:540 - BLDG -Final C/O 10:26 01/30/2013 Action Comments By Date Unique_ Key DN 2 ELECTRICAL PEMITS STILL OPEN LEFT JRM 12/03/2008 A000120 MESSAGE FOR GC i RESCHEDULED ALL 600 INSPECTIONS FOR 12/4/08 AP JGG 12/04/2008 A000120 686 Total Rows: 2 Page 1 P07 -0144: Entries for Item-290 - PLMB -Final 10:27 01/30/2013 Action Comments By Date Unique_ Ke AP — JRM 12/02/2008 A000120 518 Total Rows: 1 Page 1 M08 -0070: Entries for Item-390 - MECH -Final 10:27 01/30/2013 Action Comments By Date Unique_ Key AP All bathroom fans OK. Laundry fan not hooked JGG 12/02/2008 A000120 up yet. 544 Total Rows: 1 Page 1 M08 -0060: Entries for Item:390 - MECH -Final 10:28 01/30/2013 Action Comments By Date Unique_ Key AP JRM 12/02/2008 A000120 517 Total Rows: 1 Page 1 E08 -0041: Entries for Item: 190 - ELEC -Final 10:28 01/30/2013 Action Comments By Date Unique_ Key PA HOT TUB AREA NOT WIRED OR shahn 11/26/2008 A000120 INSPECTED. 436 AP HOT TUB OK. SHAHN 12/04/2008 A000120 677 Total Rows: 2 Page 1 E07 -0155: Entries for Item: 190 - ELEC -Final 10:28 01/30/2013 Action Comments By Date Unique_ Key AP shahn 12/03/2008 1 A000120 613 Total Rows: 1 Page 1 M08 -0091: Entries for Item:390 - MECH -Final 10:28 01/30/2013 Action Comments By Date Unique_ Ke AP GCD 11/25/2008 A000120 376 Total Rows: 1 Page 1