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HomeMy WebLinkAboutDRB140018 Action Form, Application, Approved PlansProjectName:DRBADDITION DRBNumber: DRB140018 ProjectDescription: GARAGEADDITIONANDSITE/DRIVEWAYIMPROVEMENTS Participants: OWNER NUGENT, DALE & ELIZABETH 01/27/2014 2734STINSONBLVD MINNEAPOLIS MN 55418-3125 APPLICANT MARTINMANLEYARCHITECTS 01/27/2014 Phone: 970-328-0592 POBOX1587 EAGLE CO 81631 License: C000003902 ARCHITECT MARTINMANLEYARCHITECTS 01/27/2014 Phone: 970-328-1299 POBOX1587 EAGLE CO 81631 License: C000003902 ProjectAddress:742SANDYLNVAIL Location: UNITB LegalDescription:Lot: 3Block: Subdivision: VAILPOTATOPATCHFIL #2 ParcelNumber:2101-063-1501-1 Comments:Pleaseseebelow. BOARD/STAFFACTION MotionBy: Action: STAFFAPP SecondBy: Vote: DateofApproval: 02/07/2014 Conditions: Cond: 8 PLAN): NochangestotheseplansmaybemadewithoutthewrittenconsentofTownof Vailstaffand/ortheappropriatereviewcommittee(s). Cond: 0 PLAN): DRBapprovaldoesnotconstituteapermitforbuilding. Pleaseconsultwith TownofVailBuildingpersonnelpriortoconstructionactivities. Cond: 201 PLAN): DRBapprovalshallnotbecomevalidfor20daysfollowingthedateof approval, pursuanttotheVailTownCode, Chapter12-3-3: APPEALS. Cond: 202 PLAN): Approvalofthisprojectshalllapseandbecomevoidone (1) yearfollowing thedateoffinalapproval, unlessabuildingpermitisissuedandconstructionis commencedandisdiligentlypursuedtowardcompletion. Cond: CON0013594 Althoughthisapprovalpermitsadrivewaywithinthedrainageeasement, these materialsshallberemovedifdrainageistoberevisedinthefuturenecessitating theuseoftheeasement. Cond: CON0013595 Thestuccofinishandcoloroftheadditionshallbeindistinguishablefromthe exisitinghome. Additionalpaintingmaybeneededtomeetthisrequirement. Planner:JonathanSpence DRBFeePaid: $300.00 By Shelley Bellm at 9:08 am, Jan 27, 2014 PRJ14-0021 DRB140018 3 Vail Potato Patch Filing 2 2/19/14 300.00 5834 1/18 639368 Property Address    Parcel #    Legal Description    Development Site Area sq ft   acres   buildable sq ft    Zone District / SDD #    Hazard Zones  Sections 12-21 & 14-7  Snow Avalanche  High Severity Moderate Severity N/A  Debris Flow  High Flow Moderate Flow High Avalanche N/A  Rock fall  High Severity Medium Severity N/A  Excessive Slopes  ≥30% N/A  Floodplain  100 year floodplain Floodway Wetlands N/A  Creeks, Streams  Section 12-14-17  Gore Creek on site adjacent to site N/A  Other tributary: ______________ on site adjacent to site N/A  Project Description    Development Standards   Allowed Existing Proposed  Gross Residential Floor Area (maximum)  Chapter 12-15  Primary sq ft        Secondary sq ft        EHU sq ft        TOTAL sq ft        250 Addition Interior Conversion  Credits:  Setbacks (minimum)  Section 14-10-4  Front ft        Side ft        Side ft        Rear ft        Watercourse ft        Site Coverage (maximum)  see definition Section 12-2-2          Building Height (maximum)  see definition Section 12-2-2  Sloping ft  Flat ft        Landscaping  See definition Section 14-2-1  Section 14-10-8  Softscape sq ft        Hardscape sq ft        TOTAL sq ft        Driveway  Sections 14-3-1 & 14-3-2    Max Curb-cuts        Max Grade @ cen- terline        Min Width        Heated drive?    Yes No  Yes No  Snow Storage %        Parking  Sections 12-10 & 14-5  #Enclosed Spaces  #Unenclosed  TOTAL        Outdoor Lighting (maximum)  Section 14-10-7  # fixtures        Property Information Project Information 742 Sandy Lane #B, Vail 2101-063-15-011 Vail Potato Patch Filing 2, Lot 3, Unit B 16,988 .39 16,988 PS Primary / Secondary Residential 4 4 4 4 4 4 Garage Addition + Site/Driveway Improvements 4,054 3,381 3,769 (+388) 2,703 1,824 1,824 (+0) 6,758 5,205 5,593 (+388) 20©20'20' 15©15'15' 15©15'15' 15©15'15' 3,397 s.f.2,991 s.f.3,354 s.f. (+363) 33 ft.31.5'No change 10,192 10,432 10,664 6,796 6,556 6,324 16,988 16,988 16,988 24©23.5'23.5' 8%8%8% N.A. 4 4 10%10%10% 3 1 4 16 3 5 ************************************ ************************************ ******************** TOWN OF VAIL, COLORADO Statement ************************************ ************************************ ******************** Statement Number:R140000039 Amount: $300.0001/27/201409:18 AM Payment Method: Credit CrdInit: SAB Notation: VISA-JOHN G MARTIN ------------------------------ ------------------------------ ----------------- Permit No:DRB140018 Type: DRB - Addition of GRFA Parcel No:2101-063-1501-1 Site Address:742 SANDY LN VAIL Location: UNIT B Total Fees: $300.00 This Payment: $300.00Total ALL Pmts: $300.00 Balance: $0.00************************************ ************************************ ******************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ---- -------------------------- ------------ DR 00100003112200 DESIGN REVIEW FEES 300.00 ------------------------------ ------------------------------ ----------------- Enclosed please find the Owner's Title Insurance Policy for your purchase of the property listed above. This title policy is the final step in your real estate transaction, and we want to take a moment to remind you of its importance. Please review all information in this document carefully and be sure to safeguard this policy along with your other legal documents. Your owner's policy insures you as long as you own the property and requires no additional premium payments. Please feel free to contact any member of our staff if you have questions or concerns regarding your policy, or you may contact the Final Policy Department directly at As a Colorado-owned and operated title company for over 45 years, with offices throughout the state, we take pride in serving our customers one transaction at a time. We sincerely appreciate your business and welcome the opportunity to assist you with any future real estate needs. Not only will Land Title be able to provide you with the title services quickly and professionally, but you may also be entitled to a discount on title premiums if you sell or refinance the property described in the enclosed policy. Thank you for giving us the opportunity to work with you on this transaction. We look forward to serving you again in the future. Sincerely, Land Title Guarantee Company Date: Subject:Attached Title Policy for . January 23, 2014 V50034227 DALE NUGENT AND ELIZABETH NUGENT 2734 STINSON PARKWAY MINNEAPOLIS, MN 55418 742 SANDY LANE AKA UNIT B LOT 3 VAIL POTATO PATCH FLG 2 VAIL CO 81657 970-476-2251 LTG Policy No. Schedule AOur Order No. 1. Policy Date: 2. Name of Insured: 3. The estate or interest in the Land described or referred to in this Schedule and which is covered by this policy is: 4. Title to the estate or interest covered by this policy at the date hereof is vested in: 5. The land referred to in this policy is described as follows: Amount Property Address: ______________________________________________________________________________________________ Copyright 2006-2013 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. V50034227 October 04, 2012 at 5:00 P.M. DALE NUGENT AND ELIZABETH NUGENT TAAH50034227 $1,062,500.00 A Fee Simple UNIT B, LOT 3, VAIL/POTATO PATCH SECOND FILING CONDOMINIUMS ACCORDING TO THE CONDOMINIUM MAP RECORDED MARCH 4, 1980 IN BOOK 299 AT PAGE 597 AND AS DEFINED AND DESCRIBED IN THE CONDOMINIUM DECLARATION RECORDED MARCH 4, 1980 IN BOOK 299 AT PAGE 596, COUNTY OF EAGLE, STATE OF COLORADO. DALE NUGENT AND ELIZABETH NUGENT Form AO/FA This Policy valid only if Schedule B is attached. Land Title Guarantee Company Representing First American Title Insurance Company 742 SANDY LANE AKA UNIT B LOT 3 VAIL POTATO PATCH FLG 2 VAIL CO 81657 Our Order No. LTG Policy No. Schedule B V50034227 Form AO/FA TAAH50034227 1. 2. 3. 4. 5 6. 7. 8. 9. This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: General Exceptions: This policy does not insure against loss or damage by reason of the following: Any facts, rights, interests, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land of that may asserted by persons in possession of the Land. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the Land would disclose, and which are not shown by the Public Records. Any lien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the Public Records. 2012 TAXES AND ASSESSMENTS NOT YET DUE OR PAYABLE. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED MAY 02, 1904, IN BOOK 48 AT PAGE 503 AND IN UNITED STATES PATENT RECORDED JULY 15, 1939, IN BOOK 123 AT PAGE 617. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED MAY 02, 1904, IN BOOK 48, AT PAGE 503 AND RECORDED JULY 15, 1939, IN BOOK 123 AT PAGE 617. RESTRICTIVE COVENANTS WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS CONTAINED IN INSTRUMENT RECORDED MARCH 05, 1974, IN BOOK 233 AT PAGE 628 AND AS AMENDED IN INSTRUMENT RECORDED SEPTEMBER 24, 1975 IN BOOK 241 AT PAGE 950. Our Order No. LTG Policy No. Schedule B V50034227 Form AO/FA TAAH50034227 10. 11. 12. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF VAIL/POTATO PATCH SECOND FILING FEBRUARY 18, 1977 UNDER RECEPTION NO. 148982. EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS, RESERVATIONS, ENCROACHMENTS AND NOTES AS SHOWN ON THE CONDOMINIUM MAP OF LOT 3, VAIL/POTATO PATCH SECOND FILING CONDOMINIUMS RECORDED MARCH 4, 1980 UNDER RECEPTION NO. 195987. THOSE PROVISIONS, COVENANTS AND CONDITIONS, EASEMENTS AND RESTRICTIONS, WHICH ARE A BURDEN TO THE CONDOMINIUM UNIT DESCRIBED IN SCHEDULE A, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW AS CONTAINED IN INSTRUMENT RECORDED MARCH 04, 1980, UNDER RECEPTION NO. 195986. ITEM NOS. 1 THROUGH 3 OF THE GENERAL EXCEPTIONS ARE HEREBY DELETED. ITEM NO. 4 OF THE GENERAL EXCEPTIONS IS DELETED AS TO ANY LIENS FUTURE LIENS RESULTING FROM WORK OR MATERIAL CONTRACTED FOR OR FURNISHED AT THE REQUEST OF MOLLY QUINN AVERY AND STEPHEN F. AVERY. FIRST AMERICAN TITLE INSURANCE COMPANY SHALL HAVE NO LIABILITY FOR ANY LIENS ARISING FROM WORK OR MATERIAL FURNISHED AT THE REQUEST OF DALE NUGENT AND ELIZABETH NUGENT. Michael Johnson 1-21-14 1 John Martin From:Roussin - CDOT, Daniel <daniel.roussin@state.co.us> Sent:Tuesday, January 21, 2014 11:55 AM To:John Martin Subject:Re: Vail Utility Sign-Off Sheet John - CDOT will not sign the approval and verification sheet because this doesn't have any do with the CDOT right of way. Thanks for checking with us. thanks Dan Roussin Region 3 Permit Unit Manager State of Colorado, Colorado Department of Transportation 222 South 6th Street, Room 100, Grand Junction, CO 81501 office: 970.683.6284 |fax: 970.683.6290 email: daniel.roussin@state.co.us On Tue, Jan 21, 2014 at 10:49 AM, John Martin <john@martinmanleyarchitects.com> wrote: To whom it may concern. Please accept the Town of Vail Approval & Verification sheet for signature and comments. Attached is the DRB submittal in PDF format. This is a garage addition to an old existing house on Sandy Drive in the Potato Patch neighborhood in Vail. In addition to the one-car garage addition w/ roof deck is an under-garage storage space and a ¾ bath powder room. The powder room (toilet, sink, shower) connects easily to existing plumbing and waste lines inside the house. Please sign the sheet, add comments if necessary and date. You can return the sheet to me in two ways: 1. Scan to PDF and return via email to: john@martinmanleyarchitects.com Project number Date PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Sheet 1 / 2 3 / 2 0 1 4 1 2 : 0 3 : 3 6 P M 02013Nugent Garage Addition1-27-14 742 Sandy Lane, Vail CO DRB SUBMITTAL NU G E N T G A R A G E A D D I T I O N - C O L O R & M A T E R I A L B O A R D NEW WOOD GARAGE DOORS SAME STAIN AS NEW WOOD SIDINGNEW WOOD SIDING AND TRIM SEE STAIN COLOR BELOW NEW HEADER TO MATCH EXISTING TRIM COLOR EX I S T I N G T R I M C O L O R - N O C H A N G E EX I S T I N G S T U C C O C O L O R - N O C H A N G E NEW METAL RAILING - PAINT BLACK IMPROVED METER CLOSET - SAME STAIN AS NEW WOOD SIDING NEW WOOD STAIN COLOR:SIKKENS STAINS "BUTTERNUT" EX I S T I N G P H O T O S 2 .0 1 .0 1 .0 ' 1 .0 ' 0 .7 ' 1 .0 ' 1 .0 ' 0 .8 ' 0 .4 ' 1 S T F L O O R O V E R H A N G 0 3 0 4 0 4 0 6 07 0 8 09 C O N C .P A N S T O R M G R A T E F L O W L I N E 1 .0 C M P C L D I T C H P H O N E P E D T V P E D B O U L D E R C L D I T C H B O U L D E R 8 3 1 0 8 3 0 5 8 3 0 5 U N I T B (B E L O W ) 1 7 .7 4.611.4 1 7 .9 45.1 U T I L I T Y E A S E M E N T U T I L I T Y A N D D R A I N A G E E A S E M E N T 1 S T F L O O R D E C K L O T 2 L O T 3 L O T 4 S A N D Y L A N E ( 3 0 ' ) T R A CT C UN P L AT T E D N 3 0 ° 0 3 ' 5 0 % % 3 4 E - 1 4 9 . 1 7 S 3 4 °0 4 '1 0 %%3 4 E - 1 4 9 .6 0 S 7 9 °1 4 '0 2 " W - 1 9 5 .8 7 S 8 8 °2 3 '3 2 %%3 4 E 3 2 .5 3 N 5 9 °5 6 '10 %%3 4 W 1 5.0 0 N 3 0 °0 3 '5 0 %%3 4 E 2 8.6 6 8 2 7 0 8270 82 7 5 8 2 8 0 8 2 8 5 8 2 9 0 8 2 9 5 8 3 0 0 8 2 95 8 3 0 0 T VP NE W G A R A G E W/ D E C K A B O V E RE M O V E CO T T O N W O O D CL U S T E R IN C L U D I N G SU R F A C E R O O T S 4' W I D E C O N C P A N TO M E E T T . O . V A I L R E G S . NE W H E A T E D D R I V E W A Y W/ S T A M P E D & C O L O R E D CO N C R E T E SN O W S T O R A G E : HA T C H E D A R E A = 2 4 0 S . F . (+ 1 0 % O F H E A T E D D R I V E ) AR E A = 2 , 0 3 0 S . F . 1 3 ' - 6 " 83 0 5 . 9 ' 83 0 9 ' 83 0 9 . 3 ' 83 0 9 . 8 ' 83 0 9 . 6 ' 83 0 9 . 3 ' 83 0 9 ' 83 0 8 ' 83 0 7 ' 83 0 6 ' 8 % G R A D E 8 % G R A D E 8 % G R A D E 83 0 5 . 9 ' 83 0 6 ' 83 0 7 ' 83 0 8 ' LO W P T . 83 0 5 . 7 ' 9 % G R A D E 9 % G R A D E 9 % G R A D E 9 % G R A D E 8 % G R A D E 9 % G R A D E 9 % G R A D E 9 % G R A D E 83 0 6 ' 83 0 7 ' 83 0 8 ' 83 0 9 ' 83 0 5 ' RE M O V E ( 2 ) MIS C . T R E E S LO W P T . 83 0 4 . 1 0 ' UP T O U N I T A E N T R Y DO W N T O UN I T B EN T R Y EX I S T I N G CO N C . W A L K FO O T P R I N T = 3 5 0 S . F . 20 ' F R O N T SE T B A C K L I N E 15 ' S I D E SE T B A C K L I N E 15 ' S I D E SE T B A C K L I N E S TH I S A R E A O F D R I V E W A Y WI T H I N T . O . V A I L R I G H T - O F - WA Y . T H E H E A T I N G SY S T E M M U S T B E O N A SE P E R A T E Z O N E . NE W T R E E " A " BO U L D E R R E T A I N I N G W A L L : TO P O F W A L L = 8 3 0 3 ' BO T . O F W A L L = 8 3 0 1 HE I G H T = 2 ' 02 03 04 05 01 . 5 DR A I N A G E N O T E : CO N T R A C T O R T O E X C A V A T E DR A I N A G E S W A L E . W/ G R A V E L G R O U N D C O V E R . W/ B O U L D E R W A L L R E T A I N I N G AS N E E D E D . SH A L L O W WI N D O W WE L L UN D E R - G R O U N D DR A I N P I P E F R O M WI N D O W W E L L T O DA Y L I G H T SP R U C E T O R E M A I N (1 ) D E C I D U O U S TO R E M A I N NE W S H R U B " B " NE W S H R U B " C " NE W S H R U B " D " NE W S H R U B " B " LA N D S C A P E N O T E : NE W L A N D S C A P I N G A T N O R T H S I D E O F D R I V E W A Y O N L Y . SE E L A N D S C A P E L E G A N D F O R N E W T R E E A N D S H R U B T Y P E S . DIS T U R B E D A R E A S T O R E C I E V E WIL D G R A S S S E E D M I X PR O J E C T N O R T H (1 ) 9 ' x 1 8 ' C A R S P A C E (1 ) 9 ' x 1 8 ' C A R S P A C E (1 ) 9 ' x 1 8 ' C A R S P A C E (1 ) D E C I D U O U S T O BE R E M O V E D (1 ) 9 ' x 1 9 ' G U E S T C A R S P A C E RE M O V E P O L E LIG H T F I X T U R E PL A N T G R O U N D C O V E R AR E A S H O W N H A T C H E D 2' H E I G H T B O U L D E R W A L L TO C R E A T E F L A T A R E A F O R GR O U N D C O V E R P L A N T I N G 2 3 ' - 7 1 3 /1 6 " 0 5' 10 ' 20 ' 30 ' 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 1 / 2 7 / 2 0 1 4 8 : 2 6 : 3 1 A M A1 SITE PLAN2013Nugent Garage Addition DRB SUBMITTAL 1-27-14Dale Nugent 742 Sandy Lane, Vail CO 1 " = 1 0 ' - 0 " 1 0. S i t e P l a n NU G E N T G A R A G E A D D I T I O N 74 2 S A N D Y L A N E , V A I L , C O L O R A D O SA T E L L I T E P H O T O VI C I N I T Y M A P LOT AREA = .39 ACRES x 43,560 SQ. FT. = 16,988.4 SQ. FT. - SEE SHEET A5 FOR AREA PLANS AND SUMMARIES -SITE COVERAGE SUMMARY(BOTH HOUSES COMBINED):SITE COVERAGE - A LLOWED (20% LOT) = 3,397 S.F.SITE COVERAGE - EXISTING = 2,991 S.F.SITE COVERAGE - ADDITION = 363 S.F.SITE COVERAGE - TOTAL PROPOSED = 3,354 S.F. (19.7%)TOWN OF VAIL ZONING DISTRICT:Two-Family Primary/Secondary Residential (PS)ZONING SUMMARYDuplex Residence Owner: Dale & Elizabeth Nugent 2724 Stinson Blvd.Minneapolis, MN. 55418-3125 danugent@umn.edu Cell: 612-743-6180 Location: 742 Sandy Lane #B, Vail (Vail Potato Patch Filing 2, Lot 3, Unit B)Parcel #2101-063-15-011 Class of Work: Alteration / Renovation / Addition Type of Construction: Type V-N Type of Occupancy: R3 (duplex)Levels: 2-story + basement GRFA ALLOWED:46% LOT AREA < 10,000 S.F. = 4,600 S.F.38% LOT AREA < 15,000 S.F. = 1,900 S.F.13% LOT AREA (1,988 S.F.) = 258 S.F.TOTAL GRFA ALLOWED = 6,758 S.F.GRFA - TOTAL EXISTING = 5,205 S.F.GRFA - TOTAL PROPOSED = 5,593 S.F.GRFA PRIMARY/SECONDARY SPLIT:A-UNIT SECONDARY GRFA ALLOWED 40% = 2,703 S.F.SECONDARY GRFA EXISTING = 1,824 S.F.SECONDARY GRFA ADDITION = 0 S.F.SECONDARY GRFA AVAILABLE = 879 S.F.B-UNIT PRIMARY GRFA ALLOWED 60% = 4,054 S.F.PRIMARY GRFA EXISTING = 3,381 S.F.PRIMARY GRFA ADDITION = +388 S.F.PRIMARY GRFA TOTAL PROPOSED = 3,769 S.F.PRIMARY GRFA AVAILABLE = 285 S.F.Architect:John G Martin, AIA Martin Manley Architects www.martinmanleyarchitects.com john@martinmanleyarchitects.com 970-328-1299Sheet List Sheet Number Sheet Name A1 SITE PLAN A2.1 GARAGE LEVEL FLOOR PLAN A2.2 FLOOR PLANS A3 ELEVATIONS A4 SECTIONS A5 AREA PLANS PROJECT INFORMATION No. Description Date NEW LANDSCAPING LEGEND LIGHTING LEGEND 2 REPLACE EXTERIOR WALL SCONCE 3 NEW EXTERIOR WALL SCONCE 5 TOTAL NEW WALL SCONCE LIGHT FIXTURES KICHLER LIGHTING SIGNATURE OUTDOOR WALL LANTERN ARCHITECTURAL BRONZE 9095AZ DARK NIGHT SKY COMPLIANT, FULLY CUT-OFF NO UPLIGHTINGSYMBOLNAMESIZEQUANTITYACOLORADO BLUE SPRUCE (PICEA PUNGENS)6' TO 8' TALL 1 B WESTERN SANDCHERRY (PRUNUS BESSEYI)5 GALLON 2 C VANHOUTTE SPIREA (SPIREA VANHOUTTE)5 GALLON 1 D LILAC FRAGRANT (SYRINGA VULGARIS)5 GALLON 1 E SNOWBERRY (SYMPHORICARPOS ALBUS)5 GALLON 1 * ALL DISTURBED AREAS SHALL RECEIVE REVEGETATION SEEDING WITH NATURAL GRASSES AND WILDFLOWER SEED MIX.* NEW IRRIGATION LINES TO TIE INTO EXISTING IRRIGATION LINES. SPRAY AND DRIP HEAD LOCATIONS TO BE DETERMINED BY LAND SCAPING SUB-CONTRACTOR IN FIELD. NE W L I G H T F I X T U R E NE W L I G H T F I X T U R E NE W L I G H T F I X T U R E NE W L I G H T F I X T U R E NE W L I G H T F I X T U R E PROJECT NARRATIVE THE HOUSE IS BEING GREATLY IMPROVED BY THE ADDITION OF A PRIMARY UNIT ONE-CAR GARAGE ADJACENT TO THE EXISTING GARAGE S. THE GARAGE R OOF WILL BECOME A ROOF DECK FOR THE SECONDARY UNIT.SITE IMPROVEMENTS INCLUDE: ACCESS, PARKING, DRAINAGE, LANDSCAPE, EXTERIOR LIGHTING, AND HEATED DRIVEWAY. 8 3 0 5 0 .6 0 .3 R ET . W A L L 0 .3 9 A C RE S X X 8 32 5.2 X 8 31 0.2 R I DG E R I D GE L O T 3 8 2 9 0 8 3 0 0 26' - 10 1/2"13' - 6" 1 3 ' - 0 1 / 2 " B NEW GARAGE DI N I N G RO O M DE N KI T C H E N 2 A4 2 A41A4 1 A4 3 A4 ST A I R O P E N SH E L F NE W B A T H B E X I S T . G A R A G E A E X I S T I N G G A R A G E MO V E W A T E R H E A T E R A N D AC C O M P A N Y I N G P I P E S T O NE W L O C A T I O N I N U N D E R - GA R A G E S P A C E . NE W O P E N I N G I N G A R A G E W A L L . CO N T R A C T O R T O V E R I F Y R E - RO U T I N G O F P I P E S / V E N T S E T C . EX I S T I N G B O I L E R T O R E M A I N PL U M B I N G D R A I N L I N E F R O M BA T H R O O M S U P S T A I R S . T I E N E W PL U M B I N G F I X T U R E S T O T H I S L I N E . SETBACK LINE9' - 5 1/2" 3' - 1 1 1 / 2 " 5 1 / 2 " 22' - 0"5 1/2" DN . NE W W A L L S WIN D O W W E L L BE L O W ACTUAL NORTH PROJECT NORTH DE C K A B O V E DE C K A B O V E 0 2.5'5'10'20'SETBACK LINE970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 1 / 2 7 / 2 0 1 4 8 : 2 6 : 3 3 A M A2.1 GARAGE LEVEL FLOOR PLAN 2013Nugent Garage Addition DRB SUBMITTAL 1-27-14Dale Nugent 742 Sandy Lane, Vail CO 1/4" = 1'-0"2 2. Garage LevelNo. Description Date 2 A41A4 3 A4 ME C H . SP A C E UN D E R - G A R A G E S P A C E 1 3 ' - 6 " 26 ' - 1 0 " 1' - 4 1 / 2 " SU M P P U M P F O R B O I L E R A N D WA T E R H E A T E R D R A I N S . 2X 4 F U R R I N G W A L L W / R- 1 5 I N S U L A T I O N UP 7' - 9 1 / 2 " WN D O W W E L L W / P E R F . D R A I N P I P E UN D E R P I N E X I S T I N G FO O T I N G S . AC T U A L N O R T H PR O J E C T N O R T H 3' - 0 " S T O R A G E C L O S E T EG R E S S CA S E M E N T WI N D O W S PL U M B I N G D R A I N L I N E F R O M BA T H R O O M S U P S T A I R S . T I E N E W PL U M B I N G F I X T U R E S T O T H I S L I N E . HI G H E F F I C I E N C Y B O I L E R FO R D R I V E W A Y S N O W - M E L T NE W W A T E R HE A T E R LO C A T I O N HA N D R A I L NEW ROOFTOP TERRACE 2 A41A43A4WATERPROOF DECKING (DETAILS TO BE DETERMINED)NEW METAL GUARDRAIL36" HEIGHT WALL W/WOOD CAP & STUCCO FINISH REMOVE DOOR BE D R O O M 1 BE D R O O M 2 LO F T LIVING ROOM KIT C H E N DI N I N G EN T R Y P O R C H DN. HO T T U B D E C K EXISTING BALCONYNEW WALL TO ALIGN AND MATCH EXISTINGGUTTER AND DOWNSPOUT W/ HEATTAPE ACTUAL NORTH PROJECT NORTHUNIT A SECONDARY UNIT ENTIRE UPPER LEVELEXISTING DOOR USE AS ACCESS TO NEW DECK 0 2.5'5'10'20'970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 1 / 2 7 / 2 0 1 4 8 : 2 6 : 3 3 A M A2.2 FLOOR PLANS2013Nugent Garage Addition DRB SUBMITTAL 1-27-14Dale Nugent 742 Sandy Lane, Vail CO 1 / 4 " = 1 ' - 0 " 1 1. U n d e r - G a r a g e 1/4" = 1'-0"2 3. Upper Level 2No. Description Date 3 A4 NE W M E T A L G U A R D R A I L (P R O V I D E S E A S I E R S N O W RE M O V A L ) WO O D S I D I N G M A T E R I A L ME T A L G U T T E R AN D D O W N S P O U T ST U C C O T R I M T O M A T C H ST U C C O W A L L T O M A T C H ME T A L C A P T O M A T C H ST U C C O W A I N S C O T W / M E T A L C A P (P A I N T E D T O M A T C H S T U C C O ) PR O V I D I N G S L A B P E R M I T E R I N S U L A T I O N AN D F O U N D A T I O N F R O S T D E P T H PR O T E C T I O N WO O D T R I M ( S T A I N TO M A T C H S I D I N G ) NE W L I G H T F I X T U R E SH A L L O W W I N D O W W E L L 0 2.5'5'10'20' 2 A4 1 A4 IM P R O V E M E T E R B O X W / WO O D S I D I N G M A T E R I A L LINE OF ADDITION. PATCH AND MATCH STUCCO RE P L A C E E X I S T I N G GA R A G E D O O R S NE W G A R A G E AN D G A R A G E DO O R 3X14 WOOD HEADER STUCCO TO MATCH EXISTINGNEW LIGHT FIXTURE RE P L A C E L I G H T F I X T U R E RE P L A C E L I G H T F I X T U R E 3 1 ' - 5 1 / 2 " 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 1 / 2 7 / 2 0 1 4 8 : 2 6 : 3 8 A M A3 ELEVATIONS2013Nugent Garage Addition DRB SUBMITTAL 1-27-14Dale Nugent 742 Sandy Lane, Vail CO 3/16" = 1'-0"1 2. NORTH ELEVATION 3/16" = 1'-0"2 1. EAST -ENTRY- ELEVATIONNo. Description Date 2. Garage Level 8305' - 10"3. Upper Level 2 8314' - 11 3/4"Den 8302' - 2"1. Under-Garage 8296' - 4"Upper Level 1 8310' - 9"3 A4 NE W B A T H EX I S T I N G U N I T B DE N EX I S T I N G U N I T A BE D R O O M NEW UNIT B GARAGE NEW UNIT B UNDER-GARAGE ST O R A G E ST O R A G E NEW UNIT A DECK 4 ' - 9 1 / 4 " 3 ' - 3 1 / 4 " UN D E R P I N E X I S TI N G F O O T I N G PE R S T R U C T U R A L EN G I N E E R I N G D E T A I L S 3' - 6"EGRESS CASEMENT WA T E R P R O O F D E C K I N G (T O B E D E T E R I M E D ) EX I S T I N G W A L L S / F L O O R S NEW METAL GUARDRAIL 3' - 0"3' - 1"MATCH EXISTING 1. Under-Garage 8296' - 4"Upper Level 1 8310' - 9" 3 A4 UN I T B NE W G A R A G E UN I T B NE W U N D E R - G A R A G E UNIT B DINING ROOMUNIT A MAIN LEVEL UN I T A NE W D E C K GARAGE STORAGE NE W O P E N I N G BE T W E E N G A R A G E S 6 ' - 8 1 / 4 " 8 ' - 0 1 / 4 " 2X 4 F U R R I N G W A L L W / R - 1 5 I N S U L A T I O N WA T E R P R O O F D E C K I N G (D E T A I L I N G T O B E D E T E R M I N E D ) UNDERPIN EXIS TING FOOTING PER STRUCTURAL ENGINEERING DETAILS 4 ' - 0 " ( V E R I F Y ) HA N D R A I L (O T H E R S I D E O F S T A I R ) 4 ' - 3 3 / 4 " 3 ' - 3 1 / 4 " NICHE SPACE W/BUILT-INS 2. G a r a g e L e v e l 83 0 5 ' - 1 0 " 3. U p p e r L e v e l 2 83 1 4 ' - 1 1 3 / 4 " 2 A4 Ma i n L e v e l 83 0 0 ' - 4 " 1. U n d e r - G a r a g e 82 9 6 ' - 4 " Up p e r L e v e l 1 83 1 0 ' - 9 " 1 A4 NE W U N D E R - GA R A G E S P A C E NE W U N I T B GA R A G E NE W U N I T A DE C K ST O R A G E B E Y O N D ST O R A G E DO O R S BE Y O N D UN I T A E X I S T I N G UN I T B GA R A G E E X I S T I N G 82 9 8 ' - 1 0 " 83 0 1 ' - 6 " 3 ' - 6 " 3 ' - 0 " 8 ' - 0 1 / 4 " NE W S T U C C O W A I N S C O T W / G A L V . M E T A L FL A S H I N G T O P O V E R 3 " R I G I D I N S U L A T I O N . IN S U L A T I O N T O P R O V I D E F R O S T P R O T E C T I O N TO E X I S T I N G F O O T I N G S A N D T O P R E V E N T SL A B P E R I M E T E R H E A T L O S S . BO U L D E R R E T A I N I N G W A L L A T W I N D O W W E L L EG R E S S W I N D O W UN D E R P I N E X I S TI N G F O O T I N G PE R S T R U C T U R A L EN G I N E E R I N G D E T A I L S EX T E R I O R 3 " R I G I D I N S U L A T I O N A T WIN D O W W E L L T O P R O V I D E FO U N D A T I O N F R O S T D E P T H PR O T E C T I O N . S T U C C O F I N I S H . CO N C . S L A B O V E R J O I S T F R A M I N G PE R S T R U C T U R A L E N G I N E E R I N G DR A W I N G S . GU A R D R A I L S O L I D W A L L W/ M E T A L C A P A N D ST U C C O F I N I S H T O M A T C H EX I S T I N G 3 ' - 1 " WA T E R P R O O F D E C K I N G . RE M O V E E X I S T I N G D O O R AN D R E P L A C E W / M A T C H I N G ST U C C O . FU R R I N G W A L L W/ R - 1 5 IN S U L A T I O N 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 1 / 2 7 / 2 0 1 4 8 : 2 6 : 3 9 A M A4 SECTIONS2013Nugent Garage Addition DRB SUBMITTAL 1-27-14Dale Nugent 742 Sandy Lane, Vail CO 1/4" = 1'-0"1 SECTION - LOOKING NORTH 1/4" = 1'-0"2 SECTION - LOOKING SOUTH 1 / 4 " = 1 ' - 0 " 3 SE C T I O N - L O O K I N G W E S T No. Description Date T.O . S L A B 8 3 0 5 ' - 6 " T.O . P L Y . 8 3 1 4 ' - 8 " B-U P P E R L E V E L GAR A G E L E V E L T.O . P L Y . 8 3 1 0 - 5 " B-M A I N L E V E L T.O . S L A B 8 3 0 0 ' - 0 " A-M A I N L E V E L LO W E R L E V E L T.O . S L A B 8 2 9 3 ' - 5 " MA S T E R L E V E L T.O . P L Y . 1 0 2 ' - 2 1 / 2 " F L O O R T O F L O O R 5 ' - 6 " 6 ' - 7 " 6 ' - 7 " 2 ' - 2 1 _ 2 " 3 ' - 3 1 _ 2 " 4 ' - 1 1 " 4 ' - 2 3 _ 4 " 9 ' - 1 3 _ 4 " T.O . S L A B 8 3 0 5 ' - 6 " T.O . P L Y . 8 3 1 4 ' - 8 " B-U P P E R L E V E L GAR A G E L E V E L T.O . P L Y . 8 3 1 0 - 5 " B-M A I N L E V E L T.O . S L A B 8 3 0 0 ' - 0 " A-M A I N L E V E L LO W E R L E V E L T.O . S L A B 8 2 9 3 ' - 5 " MA S T E R L E V E L T.O . P L Y . 1 0 2 ' - 2 1 / 2 " F L O O R T O F L O O R 5 ' - 6 " 6 ' - 7 " 6 ' - 7 " 2 ' - 2 1 _ 2 " 3 ' - 3 1 _ 2 " 4 ' - 1 1 " 4 ' - 3 " 9 ' - 2 " T.O. SLAB 8305'-6"T.O. PLY. 8314'-8"B-UPPER LEVEL GARAGE LEVELT.O. PLY. 8310-5"B-MAIN LEVEL T.O. SLAB 8300'-0"A-MAIN LEVEL LOWER LEVEL T.O. SLAB 8293'-5"MASTER LEVEL T.O. PLY. 102'-2 1/2"FLOOR TO FLOOR 5'-6" RID G E = 8 3 3 1 ' - 1 1 / 4 " 6'-7"6'-7"2'-21_2"3 ' - 3 1_2"4'-11"4'-23_4"9'-13_4"T.O. SLAB 8305'-6"T.O. PLY. 8314'-8"B-UPPER LEVEL GARAGE LEVELT.O. PLY. 8310-5"B-MAIN LEVEL T.O. SLAB 8300'-0"A-MAIN LEVEL LOWER LEVEL T.O. SLAB 8293'-5"MASTER LEVEL T.O. PLY. 102'-2 1/2"FLOOR TO FLOOR 5'-6"6'-7"6'-7"2'-21_2"3 ' - 3 1_2"4'-11"4'-23_4"9'-13_4" 80 7 . 4 S F B B A S E M E N T E X I S T 32 4 . 9 S F B U N D E R - G A R A G E N E W ST O R A G E L E S S TH A N 5 ' H E I G H T NO T C O U N T E D TO W A R D S G R F A 23 0 1 . 1 S F B L I V I N G E X I S T B - U N I T 16 ' V A U L T E D CE I L I N G HE I G H T 48 3 S . F . 17 ' - 3 " 30 3 . 8 S F B G A R A G E N E W 59 . 4 S F B L I V I N G N E W 34 8 . 2 S F B G A R A G E E X I S T 31 1 . 6 S F A G A R A G E E X I S T 1487.9 SFA LIVING EXIST 11' - 6"26' - 3 5/8"2' - 0"A UNIT 16' VAULTED CEILING HEIGHT COMBINED = 324 S.F.Roofed Or Covered Decks, Etc.: Roofed or covered decks, porches,terraces, patios or similar features or spaces with no more than three (3) exterior walls and a minimum opening of not less than twenty five percent (25%) of the linear perimeter of the area of said deck, porch,terrace, patio, or similar featur e or space, provided the opening is contiguous and fully open from floor to ceiling, with an allowance for a railing of up to forty four inches (44") in height and support posts with a diameter of eighteen inches (18") or less which are spaced no closer than ten feet (10') apart. T he space between the posts shall be measured from the outer surface of the post.A-UNIT NEW DECK AREA = 360 S.F. BA S E M E N T W A L L A R E A = 3 4 8 S . F . UN E X P O S E D W A L L A R E A = 2 7 4 S . F . 6 ' - 1 " BA S E M E N T W A L L A R E A = 1 5 9 S . F . UN E X P O S E D W A L L A R E A = 3 0 S . F . 6 ' - 1 " 17 ' - 6 " 3' - 1 1 / 2 " BA S E M E N T W A L L A R E A = 1 5 9 S . F . UN E X P O S E D W A L L A R E A = 2 8 S . F . BASEMENT WALL AREA = 348 S.F.UNEXPOSED WALL AREA = 0 S.F. SIT E C O V E R A G E : T h e r a t i o o f t h e t o t a l b u i l d i n g a r e a o n a s i t e t o t h e t o t a l a r e a o f a sit e , e x p r e s s e d a s a p e r c e n t a g e . F o r t h e p u r p o s e o f c a l c u l a t i n g s i t e c o v e r a g e , "b u i l d i n g a r e a " s h a l l m e a n t h e t o t a l h o r i z o n t al a r e a o f a n y b u i l d i n g , c a r p o r t , p o r t e - co c h e r e , a r c a d e , a n d c o v e r e d o r r o o f e d w a l k wa y a s m e a s u r e d f r o m t h e e x t e r i o r f a c e of p e r i m e t e r w a l l s o r s u p p o r t i n g c o l u m n s a b ov e g r a d e o r a t g r o u n d l e v e l , w h i c h e v e r i s th e g r e a t e r a r e a . F o r t h e p u r p o s e s o f t h i s d e f i n i t i o n , a b a l c o n y o r d e c k p r o j e c t i n g fr o m a h i g h e r e l e v a t i o n m a y e x t e n d o v e r a l o w e r b a l c o n y , d e c k o r w a l k w a y , a n d i n su c h c a s e t h e h i g h e r b a l c o n y o r d e c k s h a l l n o t b e d e e m e d a r o o f o r c o v e r i n g f o r t h e lo w e r b a l c o n y , d e c k o r w a l k w a y . I n a d d i t i o n t o t h e a b o v e , b u i l d i n g a r e a s h a l l a l s o in c l u d e a n y p o r t i o n o f a r o o f o v e r h a n g , e a v e , o r c o v e r e d s t a i r , c o v e r e d d e c k , co v e r e d p o r c h , c o v e r e d t e r r a c e o r c o v e r e d p a t i o t h a t e x t e n d s m o r e t h a n f o u r f e e t (4 ' ) f r o m t h e e x t e r i o r f a c e o f t h e p e r im e t e r b u i l d i n g w a l l s o r s u p p o r t i n g c o l u m n s . 29 9 0 . 9 S F SI T E C O V E R A G E E X I S T 36 2 . 8 S F SI T E C O V E R A G E N E W 1 3 ' - 6 " PR I M A R Y U N I T ( B - U N I T ) - G R F A C A L C U L A T I O N S : BA S E M E N T P E R C E N T A G E C A L C U L A T I O N S : TO T A L W A L L S U R F A C E = 1 , 0 1 4 S . F . TO T A L U N E X P O S E D W A L L S U R F A C E = 3 3 2 S . F . PE R C E N T A G E O F UN E X P O S E D W A L L S U R F A C E = 3 2 % B- U N I T B A S E M E N T E X I S T I N G = 807 S.F. UN E X P O S E D D E D U C T I O N ( 3 2 % ) = -258 S.F. B- U N I T B A S E M E N T S U B - T O T A L = 549 S.F. B- U N I T M A I N L E V E L E X I S T I N G = 2,301 S.F. 16 ' V A U L T E D A D D I T I O N A L = +483 S.F. B- U N I T S U B - T O T A L = 2,784 S.F. B- U N I T G A R A G E E X I S T I N G = 348 S.F. GA R A G E E X E M P T I O N =-300 S.F. B- U N I T S U B - T O T A L = 48 S.F. B- U N I T T O T A L G R F A = 3,381 S.F. EX I S T I N G SE C O N D A R Y U N I T ( A - U N I T ) - G R F A C A L C U L A T I O N S : NO B A S E M E N T D E D U C T I O N A- U N I T L I V I N G A R E A = 1,488 S.F. A- U N I T G A R A G E A R E A = 312 S.F. GA R A G E E X E M P T I O N = -300 S.F. 16 ' V A U L T E D A D D I T I O N A L = + 324 S.F. A-U N I T T O T A L G R F A = 1,824 S.F. EX I S T I N G PRIMARY UNIT (B-UNIT) - GRFA CALCULATIONS:BASEMENT PERCENTAGE CALCULATIONS:TOTAL WALL SURFACE = 1,014 S.F.TOTAL UNEXPOSED WALL SURFACE = 332 S.F.PERCENTAGE OF UNEXPOSED WALL SURFACE = 32%NEW B-UNIT BASEMENT EXISTING = 807 S.F.UNEXPOSED DEDUCTION (32%)= -258S.F.B-UNIT SUB-TOTAL = 549 S.F.B-UNIT MAIN LEVEL EXISTING = 2,301 S.F.B-UNIT MAIN LEVEL NEW = 59 S.F.B-UNIT UNDER-GARAGE NEW = 325 S.F.16' VAULTED ADDITIONAL = +483 S.F.B-UNIT SUB-TOTAL = 3,168 S.F.B-UNIT GARAGE EXISTING = 348 S.F.B-UNIT GARAGE NEW = 304 S.F.GARAGE EXEMPTION =-600 S.F.B-UNIT SUB-TOTAL = 52 S.F.B-UNIT TOTAL GRFA = 3,769 S.F.970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS 1 / 2 7 / 2 0 1 4 8 : 2 6 : 4 4 A M A5 AREA PLANS2013Nugent Garage Addition DRB SUBMITTAL 1-27-14Dale Nugent 742 Sandy Lane, Vail CO 1 " = 1 0 ' - 0 " 1 1. U n d e r - G a r a g e 1 " = 1 0 ' - 0 " 2 2. G a r a g e L e v e l 1" = 10'-0"4 3. Upper Level 2 1 / 1 6 " = 1 ' - 0 " 5 AR E A S - E A S T - E N T R Y - E L E V A T I O N 1 / 1 6 " = 1 ' - 0 " 6 AR E A S - N O R T H E L E V A T I O N 1 / 1 6 " = 1 ' - 0 " 7 AR E A S - S O U T H E L E V A T I O N 1/16" = 1'-0"8 AREAS - WEST ELEVATION TO T A L B A S E M E N T W A L L A R E A = 1 , 0 1 4 S . F . TO T A L U N E X P O S E D W A L L A R E A = 3 3 2 S . F . RA T I O O F U N E X P O S E D W A L L T O B A S E M E N T W A L L = 32 % 1 " = 1 0 ' - 0 " 3 SI T E C O V E R A G E Ar e a S c h e d u l e ( A U N I T G R O S S ) Na m e A r e a A G A R A G E E X I S T 3 1 1 . 6 S F A L I V I N G E X I S T 1 4 8 7 . 9 S F Gr a n d t o t a l : 2 1 7 9 9 . 5 S F Ar e a S c h e d u l e ( B U N I T G R O S S ) Na m e A r e a B B A S E M E N T E X I S T 8 0 7 . 4 S F B G A R A G E E X I S T 3 4 8 . 2 S F B G A R A G E N E W 3 0 3 . 8 S F B L I V I N G E X I S T 2 3 0 1 . 1 S F B L I V I N G N E W 5 9 . 4 S F B U N D E R - G A R A G E N E W 3 2 4 . 9 S F Gr a n d t o t a l : 6 4 1 4 4 . 8 S F Ar e a S c h e d u l e ( C O M B I N E D G R O S S ) Na m e A r e a A G A R A G E E X I S T 3 1 1 . 6 S F A L I V I N G E X I S T 1 4 8 7 . 9 S F B B A S E M E N T E X I S T 8 0 7 . 4 S F B G A R A G E E X I S T 3 4 8 . 2 S F B G A R A G E N E W 3 0 3 . 8 S F B L I V I N G E X I S T 2 3 0 1 . 1 S F B L I V I N G N E W 5 9 . 4 S F B U N D E R - G A R A G E N E W 3 2 4 . 9 S F Gr a n d t o t a l : 8 5 9 4 4 . 3 S F Ar e a S c h e d u l e ( S I T E C O V E R A G E ) Na m e A r e a SI T E C O V E R A G E E X I S T 2 9 9 0 . 9 S F SI T E C O V E R A G E N E W 3 6 2 . 8 S F Gr a n d t o t a l : 2 3 3 5 3 . 7 S F No. Description Date