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Home My WebLink AboutPEC16-0037 A0.0SITE & BUILDING ANALYSIS Lot Size: 0.61 acres / 26,360.9 sq ft Maximum Lot Coverage Allowed: 35% = 9,226 sq ft Minimum Landscape Area Allowed: 40% = 10,544 sq ft Existing Site Covereage: 4,708 sq ft = 18% Proposed Site Covereage 229 sq ft = 1% Total Proposed Site Covereage: 4,937 sq ft = 19% Existing Driveway Area: 5,684 sq ft = 21.6% Total Proposed Driveway Area: 5,732 sq ft = 21.7% Existing Landscape Area: 15,969 sq ft = 60.6% Total Proposed Landcsape Area: 15,692 sq ft = 59.5% Allowable Height Limit: 35'-0" flat or mansard roof 38'-0" sloping roof Proposed Max Building Height: 17'-5" @ ridge of sloping roof Zoning: Low Density Multi Family Number of Dwelling Units: 5 existing Front Setback: 20'-0" Side Setback: 20'-0" Rear Setback: 20'-0" Existing GRFA Unit #5: 1,537 sq ft Proposed GRFA Unit #5: 219 sq ft Total Proposed GRFA Unit #5: 1,756 sq ft Parking Spaces Required: 2 per units of 500 - 2,000 sq ft Parking Spaces Provided: 2 total Parking Area: 409 sq ft Snow Storage Required: 30% = 122 sq ft Snow Storage Provided: 180 sq ft = 44% Exterior Lighting Fixtures Allowed: 6 per unit Exsisting to remain: 2 Proposed Total: 4 Scale Project Number: Drawn by: Checked by: mpp design shop, inc. PO Box 288 95 Willowstone Place Gypsum, CO 81637 (970) 390-4931 michael@mppdesignshop .com 1/4" = 1'-0" A0.0 COVER 1602 mpp mpp Baggaley Residence Addition HBM Townhouses Parcel 5 Parcel No: 2101-122-20-005 4352 Spruce Way, #5 Vail, CO 81657 Project Address 4352 Spruce Way, #5 Vail, CO 81657 HBM Townhouses Parcel 5 Parcel No: 2101-122-20-005 Owner Jason & Jacqui Baggaley 196 Ferry Road Edinburg EH64NW Scotland, UK jason_baggaley@standardlife.com Designer mpp design shop inc. Michael Pukas PO Box 288 (970) 390-4931 michael@mppdesignshop.com General Contractor TBD Land Surveyor Kipp Land Surveying, LLC Randy Kipp PO Box 3154 Eagle, CO 81631 (970) 390-9540 randy@kipplandsurveying.com Structural Engineer TBD NOTES - GENERAL SITE 1 THE GENERAL CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH TOWN/COUNTY GUIDELINES. 2 THE CONSTRUCTION LIMIT LINE IS THE CONTRACT LINE. DO NOT DISTURB ANY EXISTING TREES OR VEGETATION DESIGNATED TO REMAIN OR LOCATED OUTSIDE OF THE CONSTRUCTION LIMIT LINE WITHOUT APPROVAL OF THE OWNER AND THE TOWN/COUNTY. 3 THE GENERAL CONTRACTOR SHALL VERIFY EXISTING SITE INFORMATION, INCLUDING STRUCTURES, UTILITIES, PROPERTY LINES, LIMITS OF ROADWAYS, AND CURBS AND GUTTERS THAT MAY AFFECT THE SCOPE OF WORK PRIOR TO BEGINNING SITE CONSTRUCTION. 4 EXISTING UTILITIES ARE INDICATED FOR INFORMATION ONLY AND NOT INTENDED TO SHOW EXACT LOCATION. THE ARCHITECT IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES, OR ANYTHING NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACT. THE GENERAL CONTRACTOR SHALL LOCATE ALL UTILITIES AND MAINTAIN THE LOCATION DURING ALL PHASES OF THE WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO UTILITIES OR STRUCTURES AND ANY INJURIES THEREFROM. RESTORATION OF ANY UTILITIES DAMAGED BY THE GENERAL CONTRACTOR SHALL BE AT THE GENERAL CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 5 CONFORM TO EAGLE RIVER WATER AND SANITATION DISTRICT SPECIFICATIONS FOR SEWER CONSTRUCTION. PROVIDE SEWER CLEANOUT WITH LOCATION TO BE REVIEWED BY TOWN ENGINEER. 6 THE GENERAL CONTRACTOR SHALL PROVIDE DRAWINGS SHOWING PROPOSED UTILITY SERVICE CONNECTIONS FOR THE ENGINEER'S REVIEW PRIOR TO CONSTRUCTION. 7 ROAD CUTS AND ANY OTHER CONSTRUCTION IN ROAD RIGHT-OF-WAY SHALL CONFORM TO TOWN GUIDELINES. 8 ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT PREPARED BY THE GEOTECHNICAL ENGINEER. 9 PROVIDE WRITTEN NOTIFICATION OF ALL DISCREPANCIES BETWEEN EXISTING AND PROPOSED SITE IMPROVEMENTS. 10 CONTRACTOR(S) SHALL TAKE ALL NECESSARY STEPS AS REQUIRED TO PROPERLY PROTECT AND MAINTAIN HIS WORK FOR THE DURATION OF THIS CONTRACT. 11 THESE DRAWINGS DO NOT SPECIFY SAFETY MATERIALS, EQUIPMENT, METHODS OR SEQUENCING, TO PROTECT PERSONS AND PROPERTY. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DIRECT AND IMPLEMENT SAFETY OPERATIONS AND PROCEDURES TO PROTECT THE OWNER, OTHER CONTRACTORS, THE PUBLIC AND OTHERS. 12 ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 13 CONTRACTOR(S) SHALL EMPLOY A LICENSED SURVEYOR TO ESTABLISH ALL WORK LINES. 14 CONTRACTOR(S) SHALL STAKE OUT ALL AREAS, INCLUDING WALKS, PAVEMENTS, WALLS, POOLS AND FENCES AND SHALL OBTAIN THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 15 CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. 16 ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POCKETS. SET FLOW LINES ACCURATELY AND PROVIDE A MINIMUM 2.5% GRADIENT UNLESS OTHERWISE NOTES. 17 GRADUALLY ROUND OFF TOPS AND TOES OF ALL PLANTED SLOPES, UNLESS SHOWN OTHERWISE IN GRADING DETAILS. 18 GRADE AWAY FROM ALL BUILDINGS AT A MINIMUM SLOPE OF 10% IN UNPAVED AREAS AND MINIMUM SLOPE OF 2% IN PAVED AREAS. 19 CLEANOUTS SHALL BE PROVIDED FOR ALL CHANGES IN LINES AND/OR GRADE OR THE SANITARY SEWER SERVICE. 20 CONFORM TO TOWN/COUNTY STANDARDS FOR WATER CONSTRUCTION. MAINTAIN 10 FEET MINIMUM SEPARATION BETWEEN WATER AND SEWER UNDERGROUND SERVICE PIPES. MAINTAIN SEVEN FEET MINIMUM COVER AT UNDERGROUND WATER SERVICE AND ASSOCIATED LINES. NEW CURB STOPS AND SERVICE LINES SHALL BE INSTALLED FOR EACH UNIT. CURB STOPS SHALL LOCATED ON THE PROPERTY LINE IN A SPOT APPROVED BY THE TOWN PUBLIC WORKS DIRECTOR. 21 IF UTILITY CONNECTION POINTS ARE NOT KNOWN AT THE TIME OF BUILDING PERMIT SUBMISSION, LOCATIONS TO BE COORDINATED AND APPROVED BY TOWN/COUNTY AND SERVICE PROVIDERS IN ADVANCE. NOTES - GENERAL 1 ALL WORK SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL CODES, LAWS, PERMITS AND ORDINANCES, AND SHALL BE PERFORMED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE APPROPRIATE TRADES. 2 THESE DOCUMENTS ARE NOT INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN. THE GENERAL CONTRACTOR (G.C.) SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. 3 IT IS THE RESPONSIBILITY OF THE G.C. TO BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE CONTRACT DOCUMENTS (CD'S), AND TO NOTIFY THE ARCHITECT AT ONCE IF ANY DISCREPANCIES APPEAR IN THE CD'S, OR BETWEEN THE CD'S AND EXISTING CONDITIONS. IT IS THE RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/OR DIRECTIONS REGARDING DESIGN INTENT WHERE IT IS ALTERED BY EXISTING CONDITIONS OR WHERE NEGLECTED IN THE DOCUMENTS. 4 SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL TAKE PRECEDENCE, UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD AND/OR MATERIALS. 5 DIMENSIONS: A) ALL DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.; B) ALL PLAN DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD, AND CENTER LINE OF COLUMN/BEAM, U.O.N.; C) FLOOR TO FLOOR DIMENSIONS ARE FROM TOP OF PLYWOOD SUBSURFACE TO TOP OF PLYWOOD SUBSURFACE, U.O.N.; D) VERIFY IN FIELD (V.I.F.) ALL EXISTING CONDITIONS DIMENSIONS, LOCATIONS AND SITE CONDITIONS PRIOR TO NEW CONSTRUCTION. 6 THE G.C. SHALL SUBMIT SAMPLES OF ANY MATERIALS PROPOSED FOR SUBSTITUTION TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE THE WORK IS TO BE PERFORMED. WORK SHALL CONFORM TO THE APPROVED SAMPLES. 7 THE G.C. SHALL SUBMIT REQUIRED SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE THE WORK IS TO BE PERFORMED. WORK SHALL CONFORM TO THE APPROVED SHOP DRAWINGS. 8 THE G.C. SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OWNER. 9 THE G.C. SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND WALLS WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. 10 THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED. EACH SUB-CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS AS OF RESULT OF HIS/HER OPERATION UPON COMPLETION OF HIS/HER WORK. 11 THE G.C. SHALL PERFORM ALL PHASES OF CONSTRUCTION SUCH THAT ALL NEW CONSTRUCTION FITS FLUSH AND SEAMLESSLY WITH ADJACENT EXISTING CONDITIONS, AND SHALL NOT ENDANGER ANY EXISTING CONDITIONS OR OTHER WORK. 12 THE G.C. SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL UNITS, A.C. EQUIPMENT, RECESSED ITEMS, AND ALL OTHER ITEMS AS REQUIRED. 13 ALL CONSTRUCTION, STAGING, CONTRACTOR PARKING AND MATERIALS STORAGE SHALL BE CONFINED TO THE LIMITS OF THE EXISTING DRIVEWAY AND THE IMMEDIATE PERIMETER OF THE EXISTING BUILDING. ALL ACTIVITY PERFORMED AS PART OF THIS PROJECT SHALL BE CONTAINED ON THE PROJECT PROPERTY. 14 CHANGES TO THESE CONTRACT DOCUMENTS SHALL BE NOTED IN THE FIELD AND MAINTAINED ON-SITE FOR THE DURATION OF THE PROJECT FOR CONSTRUCTION OBSERVATION. 15 AS-BUILT DRAWINGS WILL BE PROVIDED TO THE TOWN/COUNTY, IF REQUIRED. 16 UTILITY METER LOCATIONS TO BE APPROVED BY UTILITY COMPANIES. 17 ALL INTERIOR NON-BEARING WALLS TO BE 2x4, U.O.N. 18 ALL INTERIOR BEARING WALLS TO BE 2x6, U.O.N. SEE STRUCTURAL DWG'S FOR SPEC'S 19 ALL EXTERIOR WALLS TO BE 2x6, U.O.N. SEE STRUCTURAL DWG'S FOR SPEC'S 20 ALL HORIZONTAL FRAMING DIMENSIONS ARE TO THE FACE OF WOOD FRAMING, U.O.N. 21 ALL VERTICAL FRAMING DIMENSIONS ARE FROM THE T.O. PLYWOOD, U.O.N. 22 ALL HORIZONTAL DIMENSIONS FOR OPENINGS ARE TO THE CENTER LINE OF R.O. 23 ALL VERTICAL DIMENSIONS FOR OPENINGS ARE TO THE TOP OF R.O. GC TO COMPLY WITH ALL REQUIREMENTS OF THE 2012 INTERNATIONAL BUILDING CODE, THE 2012 INTERNATIONAL RESIDENTIAL CODE, AND THE 2012 ENERGY CONSERVATION CODE, AS WELL AS ANY AMENDMENTS ADOPTED BY THE TOWN'S AND/OR COUNTY'S SUSTAINABLE BUILDING CODE... NOTES - ENERGY CODE CLIMATE ZONE 6 FENESTRATION U-FACTOR 0.32 CEILING R-VALUE 49 WOOD FRAME WALL R-VALUE 20+5 OR 13+10 MASS WALL R-VALUE 15/20 FLOOR R-VALUE 30 BASEMENT WALL R-VALUE 15/19 - CONTINUOUS/FRAMING CAVITY SLAB R-VALUE AND DEPTH 10, 4FT CRAWL SPACE WALL R-VALUE 15/13 - CONTINUOUS/FRAMING CAVITY HEATED SLAB ON GRADE R-VALUE 15/19 SHEET INDEX A0.0 COVER - PARTIAL TOPOGRAPHIC SURVEY A0.1 BUILDING VIEWS A1.1 SITE PLANS A2.1 FOUNDATION PLAN, AREAS A2.2 LOWER & UPPER LEVEL FLOOR PLANS A2.3 ROOF PLAN A3.1 ELEVATIONS A4.1 BUILDING SECTIONS PROJECT LOCATION # Description Date 1 DRB/Variance Subm'n 10/28/16 PEC APPROVED 12/12/2016 12:00:00 AM