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HomeMy WebLinkAboutB18-0144_REV1 approved documents_1534519901.pdf 75 South Frontage Road Construction 0west, TOWN OF VAIL B18-0144 /Revision 001 TOWN Vail,CO 81657 Issued: 08/17/2018 TOWN Or VAIL Office:970.479.2139 Inspections: inspections@vailgov.com Property Information Address: 2670 BALD MOUNTAIN RD W(210103403016 ) Unit#:W Parcel Number: 210103403016 Legal Description: Subdivision:VAILVILLAGE FILING 13 Block:2 Lot:29 UNIT B Contacts Contact Type:Applicant Full Name:Todd Morrisoin Address: 1120 ChambersAvenue Suite 3C Eagle,CO 81631 Phone: 9703280403 Contact Type:Property Owner Full Name:EDWARDS,DEBRAJ. &DEAN P. Address: Phone: None Contractor Contractor Type:General Company: Precision Construction West,Inc State License#: Phone: 970-328-0403 Projectlnformation Project Name:Edwards Residence2017 R EV1-The Owneris interested in utilizing Thermasteel structural panels in place of dimensional lumber. Therefore, KRM has had to modifythefoundation/footing plan and footing rebarschedule.The stamped Project Description: panel drawingswill be available shortly foryour review. I have historically spoken with CJ about this matter. PCW has built several Thermasteel structures in Eagle County to date.Adding a garage and master suite to existing duplex.Also adding plumbing and mechanical. Fees Paid Account#:001-0000.31111.00-Building Permit Fee Fee Amount: $2,757.75 Account#:001-0000.31123.00 Building Plan Review Fee Fee Amount: $1,792.54 Account#: 110-0000.31060.00Construction Use Tax Fee Fee Amount: $8,100.00 Account#:001-0000.31111.00-Mechanical Permit Fee Fee Amount: $400.00 Account#:001-0000.31123.00MechanicalPlan Review Fee Fee Amount: $100.00 Account#:001-0000.31111.00-Plumbing Permit Fee Fee Amount: $150.00 Account#:001-0000.31123.00 Plumbing Plan Review Fee Fee Amount: $37.50 Account#: 111-0000.31127.00-Recreation Fee Fee Amount: $189.90 Account#:001-0000.31111.00-Revision Fee Fee Amount: $220.00 Account#:001-0000.31128.00 Will Call Fee(Building Scope) Fee Amount: $5.00 Account#:001-0000.31128.00 Will Call Fee(Mechanical Scope) Fee Amount: $5.00 Account#:001-0000.31128.00 Will Call Fee(PlumbingScope) Fee Amount: $5.00 Total Paid: $13,762.69 Conditions CONDITIONS UNDER WHICH PERMITS BECOME VOID: If construction is not begun within 6 months from the date permitwas issued. If more than 5 months elapses betweeninspections. If incorrectinformationis given on the application at the time the permitwas issued. --../1., 4's, Christopher Jarecki-Town of Vail Building Official NOTICE:By issuance of this Permitthe applicant agrees to complywith all Titles of the Town of Vail Code and all applicable State and Federal law.Failureto do so will void this Permit and the applicant shall forfeit all applicablefees. MAR5020 County Road 154 Glenwood Springs,CO 81601 Geotechnical Engineering I Engineering Geology Phone:(970)945-7988 Materials Testing I Environmental Fax: (970)945-8454 Email: hpkglenwood@kumarusa.com Office Locations: Denver(HQ), Parker, Colorado Springs, Fort Collins, Glenwood Springs, Summit County, Colorado August 25, 2017 Dean and Deb Edwards 2670 Bald Mountain Road Vail, CO 81657 deananddebv@ aol.com Project No. 17-7-603 Subject: Debris Flow Risk Review, Proposed Addition to an Existing Residence, Lot 29, Block 2, Vail Village, 13th Filing, 2670 Bald Mountain Road, Vail, Colorado Dear Dean and Deb: As requested, we have performed a debris flow risk review for the proposed addition to the existing residence at 2670 Bald Mountain Road, Vail, Colorado. The project location is shown on Figure 1. The purpose of the review was to assess if the proposed addition could increase the existing moderate debris flow risk to the residence or other nearby residences, or to public facilities situated near the residence. The review was performed in accordance with our August 3, 2017 proposal for geologic hazard assessment services. Our review is based on a field reconnaissance on August 9, 2017, review of published regional debris flow information, aerial photograph interpretations and our experience in the area. This report summarizes the information used in our evaluation and presents our findings. SUMMARY OF FINDINGS The proposed new addition should not increase the existing moderate debris flow risk to nearby residences or public facilities. In our opinion, construction of the addition could increase the debris flow risk to the existing residence at 2670 Bald Mountain Road due to the proposed changes to the existing site grading and drainage. Proper drainage design, as described in this report, will help to mitigate some of the additional risk to the existing residence. PROPOSED DEVELOPMENT We understand that the proposed construction includes a two-level, wood-frame addition to the west side of the existing residence. The addition will be structurally attached to the existing residence, extending approximately 20 feet west, with a footprint of about 400 square feet. The Dean and Deb Edwards August 25, 2017 Page 2 addition will consist of a garage lower-level with a slab-on-grade, and a dwelling area on the upper level. An excavation into the existing slope, west of the residence will be required, and a permanent retaining wall will be constructed to restrain the excavated slope. The retaining wall will be up to about 10 feet in height, structurally connected to the addition and parallel the property line with the adjacent residence to the west. PROJECT SITE CONDITIONS The project site is in northeast Vail, north of Interstate 70 and south of Bald Mountain Road, as shown on Figure 1. The existing residence at the site is accessed via a driveway extending south and downhill from Bald Mountain Road. The driveway is about 200 feet in length and splits off an upper driveway leading to the adjacent residence to the west. The driveway initially rises slightly in elevation from Bald Mountain Road and then descends in elevation about 5 feet to the garage level of the residence. Both the upper and lower driveway to the residence are bordered by steep slopes up to the north toward Bald Mountain Road. Residences of similar construction are located on adjacent lots to the east and west of the subject lot, with the nearest residence located approximately 50 feet to the west and about 14 feet uphill from the garage level of the residence at the project site. Residences are also constructed along the north side of Bald Mountain Road. DEBRIS FLOW AND FLOOD CHARACTER AND RISK The subject lot is partially located on the lower portion of a mapped alluvial/debris fan lobe and in a mapped moderate debris flow hazard zone, Figure 2. The fan originates from a drainage issuing from the steep hillside north of Bald Mountain Road. The drainage is currently partially channeled between two houses on the north side of Bald Mountain Road (roughly shown on Figure 2) with a drainage grate/storm drain system constructed where the channel intersects Bald Mountain Road. The alluvial fan was formed by sediment deposition associated with hyperconcentrated flows, otherwise known as debris floods and debris flows. Floods and debris flow events are characterized depending on the amount of sediment carried by the flow. Floods, also known as clear water flows, typically have sediment concentrations of less than 20 percent by volume. Flows with about 20 and 45 percent sediment content are typically termed debris floods. Flows H-PMKUMAR Project No. 17-7-603 Dean and Deb Edwards August 25, 2017 Page 3 with over 45 percent sediment by volume are called debris flows and may contain large boulders and organic debris, as well as soil and smaller rock. Drainage Basin and Fan: The drainage basin up-slope of the alluvial fan at the project site is very steep with an average slope of about 48 percent along the fan drainage and a basin drainage area estimated at about 80 acres. The alluvial fan at the base of the slope covers about 20 acres with a slope of about 20 percent down the fan. The fan developed after the late Pleistocene, Pinedale-age Gore Creek Valley Glacier retreated up-valley about 16,800 years ago (Benson and Others, 2005). Alluvial fans grow through sediment deposition on the fan due to repeated flood/debris flow events. Fan growth on undeveloped alluvial fans generally proceeds through perching of channels on the fan as sediment is deposited and breaching of the perched channel during flood events, with the channel migrating to a new path along lower relief portions of the fan. In this manner the broad, fan shaped geomorphic feature is created. Development on alluvial fans generally constrains the channel to one location that is maintained through clearing of debris. This tends to cause additional perching of the maintained channel as flood events deposit soil and rock in the maintained channel, along with deposition of the material further down the slope through the channel. Flow Triggers and Statistical Recurrence Intervals: Historic debris flows and floods in the Vail area have been triggered by intense thunderstorms or rapid snowmelt, and are considered extreme events, generally with a long recurrence interval frequently in excess of 100 years. However, to our knowledge, a fan stratigraphy study has not been completed on the fan at the subject site, and the statistical recurrence interval of significant flood and debris flow events can't be estimated with any certainty. Existing Debris Flow Risk: The official Town of Vail (2000) Debris Flow Hazard Map shows that a portion of the lot at 2670 Bald Mountain Road, including the residence and the proposed addition, are in a moderate hazard debris flow zone. The Town of Vail (2000) map is based on an earlier report by Mears (1984). Mears (1984) describes a moderate debris flow hazard zone as an area that can experience property damage through flooding, erosion and impact of muddy water, soil, rock and debris. In general, we concur that the residence and the new proposed H-P-WU R Project No. 17-7-603 Dean and Deb Edwards August 25, 2017 Page 4 addition are in a moderate debris flow hazard zone, as delineated on the Town of Vail Debris Flow Hazard Map. Development of residences on the uphill side of Bald Mountain Road resulted in the creation of a constricted flow channel that connects the upper fan portion of the drainage channel to Bald Mountain Road. The juncture of the channel and Bald Mountain Road occurs approximately 130 feet uphill, and about 45 degrees west of north from the subject residence as roughly shown on Figure 2. The juncture of the channel and Bald Mountain Road is about 25 feet higher in elevation than the lower driveway level of the existing residence. A stormwater drainage structure, consisting of an inlet grate,joined to a stormwater drainage pipe, was observed where the drainage meets the roadway. The design capacity of the stormwater structure is unknown, but based on our observations, it is our opinion that if the drainage structure is maintained in an unobstructed manner, the system will be capable of handling low to moderate volume clear water and low volume debris floods. Floods of extended duration or carrying significant debris, such as debris flows during extreme events, may block and/or exceed the capacity of the grate and stormwater system, and subsequently top the roadway surface. In such an event, the flow would likely travel east down the roadway as well as continue south across the roadway and down the steep slopes above the upper and lower driveways. In the site's current configuration, based on the lower driveway grade, the flow could then impact the existing residence before flowing around the residence to the west and continuing downhill south of the residence. In our opinion, the scenario outlined above constitutes the known, moderate debris flow hazard to the existing structure. Potential Debris Flow Risk: The construction of the addition, with the planned cut into the adjacent slope to the west and construction of the retaining wall, will effectively block the existing flow path of any flood or debris flow event that reaches the residence, and prevent the flow from passing to the west of the residence and continuing downhill to dissipate. The relatively steep slope up to the adjacent residence on the west should constrain the blocked flow and prevent impact to the adjacent residence. Although not increasing the risk for debris flow hazards to adjacent structures or public facilities, it is our opinion that construction of the addition will increase the debris flow hazard risk to the existing residence at 2670 Bald Mountain Road. The owner should be aware of the increased risk and need to mitigate the risk. We H-vKUMAR Project No. 17-7-603 Dean and Deb Edwards August 25, 2017 Page 5 understand that relocating the addition and/or further cutting into the slope to allow for passage of debris flows are not preferred or viable options. As another means to mitigate some of the potential for increased risk to the existing structure, a culvert type drainage structure could be constructed adjacent to and under the planned addition in a fairly straight alignment, to allow a flow path for debris flood or flow during an extreme event. The culvert structure should be large enough to allow for periodic cleaning and maintenance and should daylight downhill from the residence and addition in such a manner as to not impact adjacent properties. A minimum two- foot diameter concrete pipe should allow for periodic maintenance and allow an unobstructed flow path. A review of preliminary project plans indicates that a drop inlet is planned in the lower driveway to accommodate stormwater drainage from the driveway. The drop inlet will be connected to a buried 12-inch rigid pipe that will pass under a portion of the retaining wall before effecting a near right angle turn to pass along the west foundation line of the addition, daylighting downhill from the residence. Although reportedly sufficient to accommodate normal stormwater drainage from the driveway area, it has been our experience that the small diameter pipe and sharp turn system is prone to blockage and as such, is not recommended to accommodate a possible debris flow or flood event. A debris flow analysis was beyond the scope of this review and flow calculations regarding maximum anticipated flows were not used in the preparation of this report and the recommendations therein. If the owner is concerned about the risk of damage from debris flow events, further analysis, such as Flow 2D modeling to develop appropriate mitigation recommendations could be made. LIMITATIONS This study was conducted according to generally accepted engineering geology principles and practices in this area, at this time. We make no warranty either express or implied. The information presented in this report is based on our field observations, aerial photograph interpretations, the proposed development discussed in this report and our experience in the area. This report has been prepared exclusively for our client to evaluate if the proposed addition could increase the existing moderate debris flow and flood risk to the existing residence and H-P�KUMAR Project No. 17-7-603 Dean and Deb Edwards August 25, 2017 Page 6 other facilities on the alluvial fan in the vicinity of Lot 29. We are not responsible for technical interpretations by others of our information. If you have any questions or need further assistance, please call our office. Sincerely, H-P KUMAAR V ` , 1 :� James A. Parker, E.,P. P . }• 1 S4 p'l3 e2 Y�8 :YY \ a \ 1 Reviewed by: '�t�1r�r.P/25 ��c%'/" Steven L. Pawlak,P.E. JAP/kac Attachments: Figure 1 - Vicinity Map Figure 2 - Site Map cc: Michael A. Hazard, A.I.A. —Michael Hazard Associates— mha(cii ail.net REFERENCES Benson, L. and Others, 2005,New Data for Late Pleistocene Pinedale Alpine Glaciations from Southwestern Colorado: Quaternary Science Review V.25, p. 49-65. Mears, A.I., 1984, Debris-Flow and Debris-Avalanche Hazard Analysis: Prepared for the Town of Vail, Colorado (November, 1984). River Restoration.org, 2011, Vail 2010 Flood Assessment: Prepared for the Town of Vail, Colorado (January 27, 2011). Town of Vail, 2000, Official Debris Flow Hazard Map, Town of Vail: Prepared by the Town of Vail, Vail, Colorado (Adopted by the Town Council on October 17, 2000). 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' -1- 1 I iii kr 4j' r1i� J a U O H L0 O I Z °I1111 PERMIT FEE RECEIPT TOWN OF VAIL Case # B18-0144 Date Printed: 05/23/2018 TOWN OF VAIL - FEES RECEIPT Permit Summary Case Number: B18-0144 Status: Approved Permit Number: Date Started: 04/17/2018 Permit Type: Construction Subc ases Duplex Lot Number: 29 Property: 2670 BALD MOUNTAIN RDW(210103403016 W)(210103403016) Contacts Contact Type: Applicant Company Name: Precision Construction West, Inc Full Name: Todd Morrisoin Address: 1120 Chambers Avenue Suite 3C Eagle, CO 81631 Email: todd@pcwbuilds.com Contact Type: Property Owner Full Name: EDWARDS,DEBRA J. & DEAN P. Address: Permit Fees Fee Information Account Amount Permit Fee 001-0000.31111.00 $3,307.75 Construction Tax 110-0000.31060.00 $8,100.00 Recreation Fee 111-0000.31127.00 $189.90 Will Call Fee 001-0000.31128.00 $15.00 Payment Information Date Paid Payment Type Amount Construction Tax 05/23/2018 Check $8,100.00 Paid By:Dean&Debra Edwards-Notes:110-Dean&Debra Edwards Will Call Fee 05/23/2018 Check $15.00 Paid By:Dean&Debra Edwards-Notes:110-Dean&Debra Edwards Permit Fee 05/23/2018 Check $3,307.75 Paid By:Dean&Debra Edwards-Notes:110-Dean&Debra Edwards Recreation Fee 05/23/2018 Check $189.90 Paid By:Dean&Debra Edwards-Notes:110-Dean&Debra Edwards FEE TOTAL $11,612.65 AMOUNT PAID $11,612.65 BALANCE DUE $0.00 75 South Frontage Road West,Vail,Colorado 81657 05/23/2018-9:02:42 AM-Generated by:do ouc h 1/1 Department of Community Development 75 South Frontage Road TOWN OF VA11 ' Vail, Co 81657 Tel: 970-479-2139 www.vailgov.com Geologic Hazard Acknowledgement Date: April 20, 2018 Legal Description: Vail Village Filing 13, Block 2, Lot 29, Unit B Physical Address: 2670 Bald Mountain Rd., Vail, CO 81657 Property Owner. Debra J. Edwards and Dean P. Edwards Project No: B18-0144 The undersigned has/have read the site specific geologic investigation, prepared by James A. Parker. P.E., P.G., HP Kumar, dated August 25, 2017 on this_ day of , 2018 . I/We understand from the conclusions of the Geological Hazard Report that the proposed structure is located in a Moderate Hazard Debris Flow hazard zone, and there is a risk of a debris flow reaching the structure and causing damage. INVe are prepared to accept these facts and risks, and I/We request that the Town of Vail Community Development Department issue a building permit for the propo ed improvements. 4.,s1 „v.._ • corda Owner Signre Owner Signature P t,. rc.IL Owner Name(Print) Owner Name (Print) ALENA SHERASH State of Colorado ) Notary Public State of Colorado )ss. Notary ID#20174007184 County of Eagle 1 My Commission Expires 02-15-2021 The foregoing instrument was acknowledged before me this O 3 day of I p R/L ,20 a by Debg a, J Ca"u.kc:,mS c nnc ca/1 P c°d u,cud,s' Witness my hand and official seal. qqf My Commission expires: /5--DZ C Notary Public 1.1...•'loll A mAR5020 County Road 154 Glenwood Springs, CO 81601 Geotechnical Engineering I Engineering Geology Phone: (970)945-7988 Materials Testing I Environmental Fax: (970)945-8454 Email: hpkglenwood@kumarusa.com Office Locations: Denver(HQ), Parker, Colorado Springs, Fort Collins, Glenwood Springs,Summit County, Colorado June 29, 2018 Precision Construction West Attn: Todd Morrison P.O. Box 3145 Eagle, Colorado 81631 todd@pcwbuilds.com Project No. 17-7-603.01 Subject: Observation of Excavation, Proposed Garage Addition, Edwards Residence, Lot 29B, Block 2, Filing 13, Vail Village, 2670 Bald Mountain Road West, Vail, Colorado Dear Todd: As requested, a representative of H-P/Kumar observed the excavation at the subject site on June 20, 2018 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations are presented in this report. The services are supplemental to our proposal for professional engineering services to Dean and Deb Edwards, dated August 3, 2017. We previously reviewed the debris flow risk at the site for the planned addition and submitted our findings to the Edwards in a report dated August 25, 2017, under our Project No. 17-7-603. The garage will be attached to the west side of the residence and be two story construction. Ground floor will be slab-on-grade. The addition has been designed to be supported on spread footings assuming an allowable soil bearing pressure of 2,000 psf. The existing residence is apparently founded on shallow spread footings. At the time of our site visit, the foundation excavation which was essentially complete had been cut in two levels from about 6 to 10 feet below the adjacent ground surface. The excavation subgrade was at the same elevation as the existing residence spread footing bearing elevation adjacent the building. The soils exposed in the bottom of the excavation consisted of medium dense, silty sand and gravel with cobbles and boulders. The results of a gradation analysis performed on a sample of the sand and gravel soils (minus 3 inch fraction) obtained from the site are presented on Figure 1. No free water was encountered in the excavation and the soils were slightly moist to moist. Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural granular soil designed for an allowable bearing pressure of 2,000 psf can be used for support of the proposed garage. There could be some differential settlement with respect to the existing structure which should considered in the design. Footings should be a minimum width of 16 inches for continuous walls Precision Construction West June 29, 2018 Page 2 and 2 feet for columns. Loose and disturbed soils in footing areas should be removed and the bearing level extended down to the undisturbed natural soils and the subgrade compacted. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. 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 a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for on-site soil, excluding topsoil and oversized (plus 6 inch)rocks as backfill. A perimeter foundation drain should be provided to prevent temporary buildup of hydrostatic pressure behind the foundation walls acting as retaining structures and prevent wetting of the building interior. Structural fill placed within floor slab areas can consist of the on-site sand and gravel soils compacted to at least 95% of standard Proctor density (SPD) at a moisture content near optimum. Backfill placed around the structure should be compacted to at least 90% SPD and the surface graded to prevent ponding within at least 10 feet of the building. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. Our services do not include determining 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. If you have any questions or need further assistance, please call our office. Sincerely, H-P-KUM ' - � J'a?an. .h4► i3 3. yA ii Pr David A. Young, P'00,104....-7_z rry 1.216 �I"I r DAY/kac '4- 1••• eaImo`CI NC attachment Figure 1, agimIt st Results cc: Micheal Hazard, AIA (mha54@comcast.net) KRM Consultants—Nicholas Ripp (nicholas@krmconsultants.com.) H-P``KUMAR Project No. 17-7-603.01 HYDROMETER ANALYSIS SIEVE ANALYSIS , TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 24 MRS 7 MRS 100 MI MI -.MIN 19MIN 4MIN 1MIN 0. 100 50 40 30 16 10 . 4 3 - I 1 5"6. 6.0 90 - 1 1 IN 10 1 I ao 1 I --� 20 70 1 1 Nor T 3a 1 60 1 1 --, 1 40 W 50 __ was I 50 S �i� _ 40 ■■ 1 60 30 �' -- 70 • e'1M111111531311311=11=1M1e11Mi INIIIMIIIIIMMII eIIIIMa•IIIITR1111=11!•e1•== IIIMEe1_IINIMIl• 20 I I I 50 _ I _ 1 I 10 • t 1 I _ 4. 1111 i 90 0 I I I I I I I I I I I III! 1 — 11 I _I III- I 1 I I I I I 1 l I I 1 II I 100 .001 .002 .005 .009 .019 .037 .075 .150 .300 I .600 1.16 12.36 4.75 9.5 19 35.1 76.2 127 200 425 2.0 152 I . DIAMETER OF PARTICLES IN MILLIMETERS I CLAY TO SILT SAND GRAVEL FINE MEDIUM COARSE FINE COARSE COBBLES GRAVEL 51 % SAND 30 % SILT AND CLAY 19 % LIQUID LIMIT PLASTICITY INDEX SAMPLE OF: Silty Sandy Gravel FROM: Bottom of Garage Addition Excavation 14 0 E 2 S f I 41 E. These test results apply only to the W samples which were tested. The S testing report shall not be reproduced, • except In full, without the written 0 approval of Kumar& Associates, Inc. Sieve analysis testing is performed In Ei accordance with ASTM D422, ASTM C136 .� and/or ASTM 01140. 41 17-7-603.01 H-PtiKU1V AR GRADATION TEST RESULT Fig. 1 75 South Frontage Road Construction 0West, TOWN OF VAIL B18-0144 TOWN Vail,CO 81657 Issued: 05/24/2018 TOWN Or VAIL Office:970.479.2139 Inspection Line:970.479.2149 Property Information Address: 2670 BALD MOUNTAIN RDW(210103403016 W)(210103403016 ) Unit#:W Parcel Number: 210103403016 Legal Description: Subdivision:VAILVILLAGE FILING 13 Block:2 Lot:29 UNITB Contacts Contact Type:Applicant Full Name:Todd Morrisoin Address: 1120 ChambersAvenue Suite 3C Eagle,CO 81631 Phone: 9703280403 Contact Type:Property Owner Full Name:EDWARDS,DEBRAJ.&DEAN P. Address: Phone: None Contractor Contractor Type:General Company: Precision Construction West,Inc State License#: Phone: 970-328-0403 Projectlnformation Project Name:Edwards Residence 2017 Project Description: Adding a garage and master suite to existing duplex.Also adding plumbing and mechanical. Fees Paid Account#:001-0000.31111.00-Building Permit Fee Fee Amount: $2,757.75 Account#:001-0000.31123.00 Building Plan Review Fee Fee Amount: $1,792.54 Account#: 110-0000.31060.00Construction Use Tax Fee Fee Amount: $8,100.00 Account#:001-0000.31111.00-Mechanical Permit Fee Fee Amount: $400.00 Account#:001-0000.31123.00 MechanicalPlan Review Fee Fee Amount: $100.00 Account#:001-0000.31111.00-Plumbing Permit Fee Fee Amount: $150.00 Account#:001-0000.31123.00 Plumbing Plan Review Fee Fee Amount: $37.50 Account#: 111-0000.31127.00-Recreation Fee Fee Amount: $189.90 Account#:001-0000.31128.00 Will Call Fee(Building Scope) Fee Amount: $5.00 Account#:001-0000.31128.00 Will Call Fee(Mechanical Scope) Fee Amount: $5.00 Account#:001-0000.31128.00 Will Call Fee(Plumbing Scope) Fee Amount: $5.00 Total Paid: $13,542.69 Conditions CONDITIONS UNDER WHICH PERMITS BECOME VOID: If construction is not begun within 6 months from the date permitwas issued. If more than 5 months elapses betweeninspections. If incorrectinformationis given on the application at the time the permitwas issued. Christopher Jarecki-Town of Vail Building Official NOTICE:By issuance of this Permitthe applicant agrees to complywith all Titles of the Town of Vail Code and all applicable State and Federal law.Failure to do so will void this Permit and the applicant shallforfeit all applicablefees.