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Home My WebLink AboutD13-0008 APPLICATION 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 DEMO. OF PART/ALL BLDG. Permit # D13-0008 Project# ?? Job Address: 805 POTATO PATCH DR VAIL Status . . . : ISSUED Location.......: Applied .. . : OS/02/2013 Parcel No....: 210106301019 Issued . . . : OS/06/2013 Expires.....: 11/02/2013 OWNER LARCH, S.A. 05/02/2013 C/0 CERISOLA 805 POTATO PATCH DR VAIL CO 81657 APPLICANT BECK BUILDING COMPANY 05/02/2013 Phone: 970-949-1800 780 NOTTINGHAM ROAD, AVON PO BOX 4030 VAIL CO 81658 License: C000003131 CONTRACTOR BECK BUILDING COMPANY 05/02/2013 Phone : 970-949-1800 780 NOTTINGHAM ROAD, AVON PO BOX 4030 VAIL CO 81658 License : C000003131 Desciption: REMOVE A PORTION OF KEYSTONE BLOCK WALL TO VERIFY CAUSE OF WALL BULGE. Occupancy: Type Construction: Valuation: $15,000.00 Revision Valuation: ?? Total Sq Ft Added: 0 *�***�+s***r**rr**+**►«�+*a*****�*ta+»***�*+*******a******►*s******* FEE S UMMARY *s****r**t*s*************r***+►*****************r�****t*t*** Building------> 5251.25 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $419.56 Plan Check---> $163.31 Recreation Fee--------------> $0.00 Additional Fees----------> $0.00 Investigation-> $0.0 0 TOTAL FEES-------------> S 919.5 6 Total Permit Fee---------> S 419.5 6 Will Call-----> $5.00 Payments-------------------> $419.56 BALANCE DUE---------> S0.00 +a*****r*++*****�*+*+�*****►*tr**�****�**►**rt*t*t**r****x**�►*r►*t***►*►*�****►�r**te*a******+►**��*xt*►****e****�r***�r**a►+*****t*r**�*****+*+ Approvals: Item: 05100 BUILDING DEPARTMENT 05/03/2013 Martin Action: AP Item: 05400 PLANNING DEPARTMENT 05/06/2013 Martin Action: AP See DRB approval Item: 05500 PUBLIC WORKS 05/06/2013 Martin Action: AP Per Leonard ►�..�.+,�*,�*****.*.*,*.******.*.*�***.*.*.*,**.,***.*.�**.*.*�****.***.*.*.�.�.:�.*�***....+*.�*�****.�++*.�...*.*,:�***.*+�...*.:.�x«*.*+.,.�..*.: See the Conditions section of this Document for any conditions that may apply to this permit. 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. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER :. ,� ******************************************************************************************************** CONDITIONS OF APPROVAL Permit#: D13-0008 as of OS-06-2013 Status: ISSUED ******************************************************************************************************** Permit Type: DEMO. OF PART/ALL BLDG. Applied: OS/02/2013 Applicant: BECK BUILDING COMPANY Issued: OS/06/2013 970-949-1800 To Expire: 11/02/2013 Job Address: 805 POTATO PATCH DR VAIL Location: Parcel No: 210106301019 Description: REMOVE A PORTION OF KEYSTONE BLOCK WALL TO VERIFY CAUSE OF WALL BULGE. ***********************************************Conditions:************************************************ Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0013213 Right of Way permit is required prior to start of work . *********++********+**************+*+***********************�******************************* TOWN OF VAIL, COLORADOCopy Reprinted on OS-06-2013 at 10:02:54 OS/06/2013 Statement *******�******************************************************************�***************** Statement Number: R130000504 Amount: $90.50 05/06/201310:02 AM Payment Method:Credit Crd Init: CG Notation: mc norman selle ----------------------------------------------------------------------------- Permit No: D13-0008 Type: DEMO. OF PART/ALL BLDG. Parcel No: 2101-063-0101-9 Site Address: 805 POTATO PATCH DR VAIL Location: Total Fees: $419.56 This Payment: $90.50 Total ALL Pmts: $419.56 Balance: $0.00 **+**********************************�****************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 90.50 ----------------------------------------------------------------------------- Department of Community Development 75 South Frontage Road TOW�I OF VA�� va�i, co s�ss� Tel: 970-479-2128 www.vailgov.com � �� Development Review Coordinator o....� e d„� PERMIT APPLICATION (Separate applications are required for alarm &sprinkler) Project Street re : � �� Project#: IIC � - 0 �� a o .� c. cl J rr O� �.�� I DRB#: (Number) (Street) (Suite#) �� Building Permit#:y t J � � ' �� BuildinglComplex Name:�p f,�, �c��{� � o�' Contractor Information Lot#: Block# Subdivision: Business Name: �� .�� o �,�, �� y�3� Work Class: New(�j Addition(Qj .P�er�Neii� Business Address: � City ��l _State:�'� Zip: g��A� Type of Building: Single-Family�j Duplex(�j Multi-Family(Oj Contact Name: �rd,,,.��.�a Commercial (� Other� Contact Phone: q,`ZC� -�� -- �z�� - � � � _ �r(_ \1 Work Type: Interior Q Exterior� Both(Q Contact E-Mail: ro. �K�c,�:�c�s Cca�r., I hereby acknowledge that I have read this application,filled out Valuation of in full the information required,completed an accurate plot plan, Work Included Plans Included Work and state that all the information as required is correct. I agree to Eleit�i�cal (�Y� Q)No QYes QNo (�� comply with the information and plot plan, to comply with all Town �,,; ordinances and state laws, and to build this structure according to Me�ha ical��es �)No QYes �No the town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other Plumbing �Yes �No �Yes �No ordi f the Town applicable thereto. � � 4 � r}q�..q,,,,,,ay 1�� Building Yes No Yes No ��,�� X cg �Q�ro�orSSa Value of all work being performed: $ C��51� Owner/Owner's Representative Signature(Required) (value based on IBC Section 109.3&IRC Section 108.3� Electrical Square Footage �U Applicant Informatio Detailed Scope and Location of Work: ��.tir�c� C� Applicant Name: ��'r° ��='`�\d ... p� �� tY� Applicant Phone: � l C`� -$��o " Z Z�� Q . Applicant E-MaiL � ��x.�� `c��CUWt . Mx — � Project Information �S� I � � Owner Name: / � ro r:SD Parcel#: 2 l0( — C��3--OlOI -'� (For Parcel#,contact Eagle County Assessors Office at(970-3 8-8640 or visit www.eag lecou nty.uslpatie) (use additional sheet if necessary) For Office Use Only: �2 / 6�p _ Date Received: � � ``' � � \'/ L� Fee Paid: � J'/�� , ' ! Received From: �'w' MAY o 2 2013 Cash Check# �I�� CC: Visa/ MC Last 4 CC# exp date: � 3- 0 0� aUtn # __�.__��,��'�'.�� '�eIL 12-Mar-2012 . • , < ' 1 - �` � . . . I . . I � , the mj enueller ta., inc. 2 May 2013 . . _ . . Mr: Pedro Cerisola . . � $U5 Patato Patch . . Vail, Colorado 81657 . � - I Su6ject: Failed:Retaining Wail : . � North Side of Entry Driveway �. � 805 Potato Patch . , .;�: . ' �V�if;.Colorado , , , �.. . . . _ _ .. :'.Mr: Cerisola: � . � � %is you.r cw�er's�repr•zsen.atiye; you have hired me to assist you in determining the cause of , .. �; . t,�e retaining wa,ll faiiure, and to assist you;in making sure that#he replaced portion of the � '` retai�iing wali system is mstalled in a manner that has a high pro6ability of not failing again. . ; The ezisting retairiing wall has been,installed in two phases; The first phase is defined by : � . ; pl�r:s prepared kiy Robillard &Associates, lnc, dated 10=18-90:or Novem6er 1, 1990 and JR , i-iarris &.Co dated.7-28-90: The second phase is defir3ed by plans=prepaced liy Yenter _ - , . - ;Companies;'Inc; datetl May 31, 2007. The folfowing items are to �e noted: ;a) EXISTING CONDITIONS - . The existing retaining wall sysfem is approximately 165 feet long varying in height from � nothing af both ends to a maximum height of_13 feet in Phase l and a maximum height of ove�r i . 16:feet for Phase:ll:. The faces ot both Phases were completed with Keystone B�ock that ' � ` appea�to be finio d'rfferent"vintages". The primary st�ucture for Phase l is a�system of Prestress Concrete Panels held in place by drilled tie-backs. The pcimary structure foc Phase � . f I are a line:of A-Frame Micro-Piles with a reinforced Shbtcrete facing. , The "failure" area is located across from the residence`entry in"Phase 1 of the retaining walL � The "failure" is a localized`slow deformation where the middle of the wall is trans�lating ' horizontaily for a length not greater than 20 fee#. Total horizonta) mavement since construction in the worst location a.ppears to be 2"-3". The Fhase ll retaining wall is sound anc! snows no sign of movement at this time. . b) CAUSE OF "FAlLURE" Many qualified people have observed.and commented about fhe differential movement of the retaining wall system to date, Most ev�ryone agreed that tfie:cause can only be determined civil architectura!and struc[ural engineering • p.o. box 2747 vail,�colorado;81658 476-2627 476-2637 (FAX}` ! ,' , :. . .. . :... , . _ ,_, . - _ . . : • . -. ;.. ,:: ; . . � • _ . . _. . ,.:.' .. , . . �. . I ':Page 2 � � . . .. Mr.:Pedro Cerisola, � � �:.. , ,_, _ � 2:M�ay 2013 . � . - ' i '` ` : . � � � . during the demolition stage.of the retaining wall replacement. Following is a fist of potential � issues and related comi-i�enfsfrom various.p�ople that describe what could have contributed to the failure af this retaining wall system, they are: . 1) Drainage Between Primary Structure and Keystone Bfock. � Phase I plans specify a i�ninimum 6"'gravel space between the primary_strueture and the Keystone Block with a 4'`diameter dtain 6elow to daylight. Verify that"existing drains are . ��er�tional and verify point of:daylighf. Contact irrigator and determine how.much water is being deposited on the shrubs above the retaining wall system; and at what time intervals. As the�Keysfone Black wai(is being removed, monitor the exposed concrete panels and wood � cri6bing for unusua(amourits of moisture. Inspect the water service for any leaks. ' , ` � Geotechn�cal �ngineer fo consider.test'ing backfiEl for drainage characteristics at various ; : depths �f the backfll'to verify�drainage`,capacity of existing gravel backfill antl drain day(ight �. � locatian�. , - , , , : �. 2} � Connection Betwesn P�imary Structure and Keystone Blbck. � ,r;,l c:arrer,t enginsering"data from Keys±one Block references posifive connections between � ti�� ;C�ystoneBlock an� the primary struciure. The originat plans�for Phase I do not describe ; a pn��+tivc connection befween the Keystone Block and the>primary structure. Wood cribbing . ' �,��zs�.use� �t the tq� of.�tfie prestress concrete.pdnels. Verify exist�ng'canditio� of all�members ; . : and connectiors -�s ex�os �: . .. � 3�} P,restress Concrete Panels,.Drillecf Tie-Back Rods.and Associated Connections . Movement.of;the drilled fie-back rods:or prestress concrefe panel.deterioration is uncomr�ion, � " however the.threaded connection between the dril{ed tie-back rods; metal washer material - and prestress concrete panels have been Known to wear and fai.f wifh time. Prestress • : . Cohcrete Ranels are to be surveyed for differential movement since.consfruction (see Robiilard drawings for control), lnspect all metal parts fdr deterioration. � ' c) DETERMINATION OF CAUSE � At this#ime; we want_to limit the�ari�ount of retaining wafl that is replaced,with Keystone Block installed per manufacturers standard details and specifications. That:limited area includes the faifed po�tion of refaining wall at the driveway surface, and the con'scal area above the failure #o the top of the wall as required to properly "repair° the failur.e. Contact a licensed geotechnical engineer for construction.observation during the demolition process. Contact a sucveyor to establish control before, during and.after demolition (�eview original construction data to verify that tie-back rods and prestressed concrete panels are in their'original position). : Secure all permits for worK,in the right-of-way and necessary permits for repaic of fhe ' retaining wafl. . The first step of the demolition is to remove the shrubs for replanting, the irrigation system for , •, _ . $ Page;3; ` . _ . . � . � . a Mr Pedro Certso(a . �`.: . . . , . , . � . : � 2 Ma 2013 : . ... Y , . , . ; � : ' � replacement; disconnect electrical and remove and save all topsoil in the proposed work area. The nezt step in the demolition process is to rerriove Keystone B_locks (assess and number - each for reconstruction purposes and store in proposed woric area), inspecting exposed soils, � gravels, concrete panels, tie=backs; cribs, and various connections for signs:of failure as I previously discu"ssed.: Geotechnical engineer will info.rm all construction feam merr�bers of developmenfs as they are uncovered during the demolition process. Upon completion of�he demolition, geotechnical engineer will provide a report of their findings and concl.usions found during the demolition � proce'ss. , . ; " d) RETAINING WALL REP.LAGEMENT , ; � - - ' Any new wall.as designed by tfie installer will be faced with Keystone Bloek to match the-� . Rhase 11.waIL _TF�e replacement v+rall wil{.be locatecl in the.original.position of thePF�ase l wall �� and.�e supported by.the existing tie-bacfcand:prestressconcrete panels repaired and reinforced�if'r�:�uired..Address any issues discovered during.the demolition process. In�pect - � �eXisting woo.d cribs at tirne of demolition to.determine if a wood produet should remain:buried : s�:� t"� wall. .lf rz�laced, replace wit}i a reinforced concrete product: Pravide a drainage - system. as required by a'soils engineer between t�e concrete:pa�els and the new Keystone ; " F<locks; if r�qi��rei�;�'drain t�'daylight. Provide rrianufacturer recommended connections f . .. betw . . • � �een Keystone.B!ocK and prestress concrete panels; Pravid��ownecwith final i �. � . replacement'des;c�n sfarri�:�ed by a professional engineer, prior to..comrriencing witti wall . ; : � replacement. .All existicig-conditions including.eiectricat,, i[rigation, landscaping; guardrails, � I. :driveway paving system; etc. to match original cond�tionsafter completion`of retaining�,riali - ; : replacement . . � ` � � . . . . . ; ln conclusion; the ownerwould like�to know fhe cause`of the#ailure:of Phase f of the retaining � waii:system. Tfierefore; the demofition stage of•the repair.should be monitored by a licensed , geotechnical engineer to determine the.cause of:the failure: A few�of t}ie potential eauses are mentioned previousiy, something newmay also be:disc�vered_ Upon completion ofthe: demolition,.the construction teairm should understand wl�at caused the original wall to fail. . . With that information, tfie`construction team will be;able to provide the,owner with a wall that will have a Very high probability of greater success than the existing Phase:l retaining wall. � If you�have any questions regarding this r_ � � � contact this office at the phone number shown on.the cove� sheet. . ��a¢A��9�� ,�`�,�$��5��.�, ,e,�i �� Sincerely yours; � �`�, THE M J MUELLER CO., WC. �':;�� -�' �s�; ��, . Mark.J. Muelier, PE �� President �n�,��q �f' �,a4 ,�sL: � S'�. . � .. . '. . . �.�� T.B@f.:� . � � . . . . � . . . . .. . . . . .. . � 's� Y�' . ' � . � . . , . . . . . cc:. Mr. Frank Payne-BECK BUJLDING C � � - Mr. Steve.Rawlak-HP GEOTECH : � � � . • ' � *******�*********************************s****************�********************************* TOWN OF VAIL, COLORADO Statement *****************+*****************�*+***********************************************+*+*��* Statement Number: R130000495 Amount: $329. 06 05/02/201304 : 15 PM Payment Method:Credit Crd Init: DR Notation: MC FRANK PAYNE ----------------------------------------------------------------------------- Permit No: D13-0008 Type: DEMO. OF PART/ALL BLDG. � Parcel No: 2101-063-0101-9 I Site Address: 805 POTATO PATCH DR VAIL ' Location: ' Total Fees: $419.56 I This Payment: $329.06 Total ALL Pmts: $329.06 'I Balance: $90.50 �*****************************************************************************************�* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 160.75 PF 00100003112300 PLAN CHECK FEES 163.31 WC 00100003112800 WILL CALL INSPECTION FEE 5.00 -----------------------------------------------------------------------------