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HomeMy WebLinkAboutDRB140099 Plans ApprovedApproved by the ELM 1fiEJkDC)VVS RESIDENI:ES Design Review Board IVAIL12 TOWN OF By Joe Batcheller at 2:03 pm, May 08, 2014 1624 BUFFEHR CREEK RD VAIL,CO 81657 MATERIAL SYMBOLS: ABBREVIATIONS: GENERAL NOTES: DRAWING INDEX: GENERAL a EARTH Az PLYWOOD ABV ABOVE L LENGTH A0.00 COVER ° V) AFF ABOVE FINISHED FLOOR LDT LIGHT AND DRAPERY TROUGH 01 DO NOT SCALE DRAWINGS TOPOGRAPHIC SURVEY � s POROUS FILL /DRAINAGE AP FINISH WOOD AC ACCESS PANEL ACOUSTICAL LT LTL LIGHT TROUGH LINTEL 02 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING C1 GENERAL CIVIL NOTES °" U ADD ADDENDUM LVR LOUVER �+ C2 CIVIL SITE PLAN ADJ ADJACENT MH MANHOLE ANY MATERIALS. nOTIFY ARCHITECT OF ANY CONFLICTS OR E ALT ALTERNATE MFR MANUFACTURE (ER) DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. C3.1 LOT 1 GRADING PLAN y STONE MASONRY WOOD -ROUGH ALUM ARCH ALUMINUM ARCHITECT (URAL) MO MTL MASONRY OPENING METAL 03 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY �+ C3.3 LOT 2 GRADING PLAN BSMT BASEMENT MAX MAXIMUM RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE BRG BEARING MECH MECHANIC (AL) CONSTRUCTION CONTINUES IN THOSE AREAS. C4.1 DRIVE GRADING PLAN 1 E a _ STRUCTURAL CONCRETE BLOCKING BVL BEVELED MC MEM MEDICINE CABINET MEMBRANE 04 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE, �+ C4.2 DRIVE GRADING PLAN 2 BIT BITUMINUOUS UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE BLK BLOCK M METER (S) TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR C4.5 CIVIL DETAILS 0 CONCRETE MASONRY UNIT BLKG GYPSUM BOARD BOT BLOCKING BOTTOM MM MIN MILLIMETER (S) MINIMUM BEAMS UNLESS OTHERWISE NOTED. L1.11 LOT 1 LANDSCAPE PLAN IE LO LO BLDG BUILDING MIR MIRROR 05 PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. : ac CPT CARPET (ED) MISC MISCELLANEOUS LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL L1.31 LOT 3 LAN DSCAPE PLAN _ N r 0 U CSMT CASEMENT MULL MULLION MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, w BATT INSULATION C CAULK (ING) NAT NATURAL COUNTERTOPS, SHELVES AND CLOSET RODS. n G CTDUCTION CERAMIC TILE NOM NOMINAL NOISE 06 O DENOTES DOORS. REFER TO FLOOR PLANS FOR LOCATIONS. REFER DRAWING INDEX: ARCHITECTURAL RIGID INSULATION CLR COD CLEAR CARBON MONOXIDE DETECTOR NIC NITS NOT IN CONTRACT NOT TO SCALE TO DOOR SCHEDULE FOR DOOR TYPES. A2.1 0 LOT 1 GRFA CALC PLANS COL COLUMN OPG OPP OPENING OPPOSITE 07 O DENOTES WINDOWS. REFER TO WINDOWS AND FLOOR PLANS FOR /� A2.1 1 LOT 1 LOWER LEVEL FLOOR PLAN CONIC CONCRETE LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. CMU CONCRETE UNIT OPPOSITE A2.12 LOT 1 UPPER LEVEL FLOOR PLAN STEEL /METAL AS NOTED CONST CONSTRUCTIONSONRY OHH OVERRHEADAND CONT CJT CONTINUOUS CONTROL JOINT PR PK PAIR PARKING 08 COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT A2.13 LOT 1 ROOF PLAN CPR COPPER PVMT PAVEMENT ARCHITECTLING, FLOOR AND WALLS SPACES. VERIFY LOCATIONS WITH A3.11 LOT 1 ELEVATIONS III CARPET CUST CUSTOM PL PLASTIC LAMINATE DT DTL DRAPERY TROUGH DETAIL PT PSF POINT POUNDS PER SQUARE FOOT 09 IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY A3.12 LOT 1 ELEVATIONS DIM DIMENSION PSI POUNDS PER SQUARE INCH THIS A3.11 a LOT 1 BASEMENT CREDIT CALCS DR DOOR PL PROPERTY LINE PROJECT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DRW DRAWING QT QUARRY TILE ARCHITECT. A3.12a LOT 1 BASEMENT CREDIT CALCS 1 1 DF ELEC DRINKING FOUNTAIN ELECTRIC (AL) REF REF REFERENCE REFRIGERATOR 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL A4.11 LOT 1 MASTER /FAMILY CROSS SECTION A4.00 A4.00 EL ELEV EQ ELEVATION (S) ELEVATOR EQUAL REIN REQ RES REINFORCE (D), (ING) REQUIRED RESILIENT APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE INTERNATIONAL A4.12 LOT 1 BEDROOM CROSS SECTION EXH EXHAUST REV REVISION (D), (ING) BUILDING CODE, 2003 EDITION. CODE COMPLIANCE IS A4.13 LOT 1 ENTRY CROSS SECTION BUILDING SECTION REFERENCE ELEVATION REFERENCE EXTG EXISTING REV REVERSE MADATORY. THE A4.14 LOT 1 LIVING LONGITUDINAL SECTION EXT EXTERIOR RH RIGHT HAND FORRMTOALLREL1EVANTTCODESPERMIT FOC FACE OF CONCRETE R RISER INCLUDING IBC AND ALL LOCAL AND REGIONAL CODES. A4.1 5 LOT 1 LIVING CROSS SECTION FOF FACE OF FINISH R &S ROD AND SHELF Z O FOM FACE OF MASONRY RD ROOF DRAIN 11 THE CONTRACTOR SHALL FIELD COORDINATE AND OBTAIN A5.11 LOT 1 WINDOW DETAILS - 1 1 1 FIN FACE OF STUDS FINISH (ED) RDT RFG RECESSED DRAPERY TRACK ROOFING FROM THE OR ARCHITECT & O NIY CAST-IN-PLACE A6.11 LOT 1 EXTERIOR DETAILS MJFIN > A4.00 A4.00 �� FFE FE FINISHED FLOOR ELEVATION FIRE EXTINGUISHER RM RO ROOM ROUGH OPENING WHICH MAY AFFECT THE IS STRUCTURAL INTEGRITY OF THE BUILDING. A6.12 LOT 1 EXTERIOR DETAILS °m a DETAIL REFERENCE DETAIL REFERENCE FDC FHC FIRE DEPARTMENT CONNECTION FIRE HOSE CONNECTION R/S S ROUGH SAWN SEALANT (EXTERIOR) E2.11 LOT 1 LOWER LEVEL LIGHTING PLAN H o FEC FIRE EXTINGUISHER CABINET SHTG SHEATHING E2.12 LOT 1 UPPER LEVEL LIGHTING PLAN J FP FIREPLACE SHH SHOWER HEAD 12 THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE 3 v MAIN 1 FPS FIREPROOFING, SPRAYED SHC SHOWER CONTROLS OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT A2.3O LOT 3 GRFA CALL PLANS o 100' -0" \kA4.00y FLG FLASHING SM SHEET METAL APPROVAL PRIOR TO BEGINNING ANY SITE WORK. a J FLR FLOOR LAR A2.31 LOT 3 LOWER LEVEL FLOOR PLAN W FD DI FLOOR RAIN Sc SOLI D CORE 13 IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE > HEIGHT REFERENCE SECTION REFERENCE FTG FOOTING SPEC SPECIFICATON (S) CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, A2.32 LOT 3 UPPER LEVEL FLOOR PLAN FND FOUNDATION SQ SQUARE MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN FBO FURNISHED BY OTHERS STD STANDARD A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE A2.33 LOT 3 ROOF PLAN J FPHB FUR PROOF HOSE BIB FURRED (ING) STL STEEL INDUSTRY. A3.31 LOT 3 ELEVATIONS W ROOM NAME 0 GA GALV GAGE, GAUGE GALVANIZED SD STIR STORM DRAIN STRUCTURAL 14 ALL BUILDINGS TO FIT WITHIN PROPERTY LINES WITHOUT CROSSING A3.32 LOT 3 ELEVATIONS QGC 1 GENERAL CONTRACT (OR) TEL TV TELEPHONE TELEVISION EASEMENTS OR SETBACKS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. A3.31 a LOT 3 BASEMENT CREDIT CALCS REVISION REFERENCE ROOM NAME GL GYP GLASS, GLAZING GYPSUM BOARD THR THRESHOLD 15 PROVIDE ACCESS PANEL TO MOTOR FOR ALL WHIRLPOOL -TYPE TUBS. A3.32a LOT 3 BASEMENT CREDIT CALCS HB HOSE BIB T &G TONGUE AND GROOVE COORDINATE ACCESS LOCATIONS WITH INTERIOR DESIGNER AND W HDW HARDWARE TOS TOP OF SLAB ARCHITECT TO PROVIDE INCONSPICUOUS LOCATION. A4.31 LOT 3 MASTER CROSS SECTION HDR HEADER TOS TOP OF STEEL GRID w11 HTG HVAC HEATING HEATING /VENTILATING /AC TOW TB TOP OF WALL TOWEL BAR A4.32 LOT 3 ENTRY CROSS SECTION HT HEIGHT TR T TRANSOM TREAD PROJECT SUMMARY' A4.33 LOT 3 LIVING /KITCHEN CROSS SECTION HC HM HOLLOW CORE HOLLOW METAL TYP TYPICAL A4.34 LOT 3 DINING /FAMILY CROSS SECTION GRID BUBBLE WALL TYPE REFERENCE HOR HORIZONTAL LINO UNLESS NOTED OTHERWISE Code: International Residential Code 2012 A5.31 LOT 3 WINDOW DETAILS HWH HOT WATER HEATER VB VAPOR BARRIER 1 CL ID G) INSIDE DIAMETER VERT FIELD VERTICAL Occupancy: One - Family Dwelling Separations: A6.31 LOT 3 EXTERIOR DETAILS 4 A8'1 2 11 IBC IBO INSTALLED BY CONTRACTOR INSTALLED BY OWNER VCT WC VINYL COMPOSITION WATER CLOSET 1 Hour (residence /garage) A6.32 LOT 3 EXTERIOR DETAILS INS INSULATE (D), (ION) WP WATER PROOFING 1 Hour (residence /mechanical) E2.31 LOT 3 LOWER LEVEL LIGHTING PLAN 3 INT INTERIOR WWF WELDED WIRE FABRIC JC JANITOR'S CLOSET W WIDTH, WIDE Special Attributes: E2.32 LOT 3 UPPER LEVEL LIGHTING PLAN ISSUED FOR: DATE: INTERIOR ELEVATION REFERENCE WINDOW TAG KIT KITCHEN WDW WO WINDOW WITHOUT Intelligent Addressable Fire Alarm Automatic Sprinkler System TOV CONCEPTUAL 2.24.14 LAM LAV LAMINATE (D) LAVATORY WD WOOD DESIGN DEVELOPMENT 4.1.14 LH LEFT HAND Cl) STN - / TILE TOV FINAL DRB REVIEW 4.14.14 DOOR TAG MATERIAL BREAK COPY RIGHT RESERVATION The drawings, specifications and other documents prepared by the Architect (Michael Suman Architect, LLC) for this project are instruments of the Architect's service for use solely with respect to this Project and, unless otherwise provided in writing, the Architect shall be deemed the sole and exclusive author of these documents and shall retain, without limitation, all common law, statutory and other reversed rights, 2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. including the copyright hereof. No person, whether having come rightly into possession hereof or otherwise, SCALE: shall employ these documents on any other project, nor DRAWN: MDS for additions to this Project nor for the completion of this Project by others, unless with the prior express written OWNER: ARCHITECT: CONTRACTOR: STRUCTURAL ENGINEER: MECH /ELECT. ENGINEER: consentsaiontotheArc and tin anamounta compensation to the Architect in an amount and kind PROJECT #: 1401 Craig and Sharon Cohn SUMAN ARCHITECTS KRM CONSULTANTS, INC RADER ENGINEERING, INC. satisfactory to the Architect. The Architect expressly SHEET TITLE: COVER SHEET 141 Meadow Drive Suite 211 P.O. Box 7760 970.949.9391 P.O. Box 8610 claims all proprietary rights in the material which is issued Vail, Colorado 81657 AVON, COLORADO 81620 CONTACT: Tim Hennum Avon, CO 81620 in confidence for design and /or construction purposes of 970.479.7502 EMAIL: tim @krmconsultants.com (970) 845 -7910 this Project as noted. These materials may not be CONTACT: MICHAEL SUMAN (970) 845 -7522 FAX copied, modified, nor employed in any way without the EMAIL: michael @sumanarchitects.com CONTACT: BRYAN HOULE specific prior written consent and permission of the Aosoo EMAIL: bryan @raderengineering.com Architect. © 2014 Michael Suman Architect, LLC. All rights reserved. r. GENERAL NOTES 1. DATE OF TOPOGRAPHY: SEPTEMBER 10, 2013. 2. BASIS OF BEARING: A FOUND NO. 5 REBAR WITH 1Y2" ALUMINUM CAP MARKED L.S. NO. 15710 AT THE SOUTHERNMOST CORNER AND A FOUND NO. 5 REBAR WITH 1Y" ALUMINUM CAP MARKED L.S. NO. 16827 AT THE NORTHEAST CORNER OF ELK MEADOWS SUBDIVISION BEING N 37'10'17" E A DISTANCE OF 462.11 FEET (SEE SHEET 1). 3. PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE ". ELEVATION = 8287.82' (NAVD 88). ELEVATION TRANSLATED TO LOCAL BENCHMARK SEWER MANHOLE MH400, RIM ELEVATION = 8309.0 INVERT (NE) = 8302.7 INVERT (SW) = 8302.3 (SEE SHEET 1). 4. LOTS 1 -3 SHOWN ARE PROPOSED LOT LINE LOCATIONS TO BE AMENDED. 5. THE PROPERTY MAY BE SUBJECT TO THE EASEMENT AND RIGHT OF WAY AS GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION, INC., IN INSTRUMENT RECORDED AUGUST 24, 1967 IN BOOK 211 AT PAGE 103. 6. THE PROPERTY MAY BE SUBJECT TO THE AGREEMENT BETWEEN TAYVEL ENVIRONMENTAL LAND COMPANY AND MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY PROVIDING FOR TELEPHONE INSTALLATION AND SERVICE THROUGHOUT LION'S RIDGE SUBDIVISION, FILING NO. 2, RECORDED SEPTEMBER 27, 1973 IN BOOK 231 AT PAGE 291. 7. THE PROPERTY IS SUBJECT TO THE EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF LIONS RIDGE SUBDIVISION, FILING NO. 2 RECORDED SEPTEMBER 20, 1972 UNDER RECEPTION NO. 121219. 8. THE PROPERTY IS SUBJECT TO THE TERMS, PROVISIONS AND CONDITIONS CONTAINED IN PLANNED UNIT DEVELOPMENT PLAN AND DECLARATION OF PROTECTIVE COVENANTS RECORDED MARCH 27, 1980 IN BOOK 300 AT PAGE 758 AND RERECORDED APRIL 10, 1980 IN BOOK 301 AT PAGE 415. 9. THE PROPERTY IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF SUBDIVISION IMPROVEMENTS AGREEMENT RECORDED JUNE 07, 1990 IN BOOK 530 AT PAGE 967. 10. THE PROPERTY MAY BE SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF HOLY CROSS ELECTRIC ASSOCIATION, INC. UNDERGROUND RIGHT OF WAY EASEMENT RECORDED AUGUST 08, 1991 IN BOOK 559 AT PAGE 506. 11. THE PROPERTY IS SUBJECT TO THE EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF ELK MEADOWS SUBDIVISION RECORDED JUNE 8, 1990 IN BOOK 531 AT PAGE 90. 12. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS -OF -WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER No. VB50035203 -3, DATED DECEMBER 12, 2012 AT 5:00 P.M.. 13. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. FOUND No. 5 REBAR WITH 1Y" ALUMINUM CAP L.S. No. 12566 / / EDGE OF ASPHALT i � a / /N74'40'00 "E 22.88' N11 659'06 "W 65.01' fA LOT 5 0.1406 ACRES / ADDRESS: 1632 BUFFEHR ' 8 " CREEK ROAD / x \/ $10 / 1� Vr / s / s� SEWER MANHOLE MH 420 1 n/� RIM ELEVATION = 8278.1 Cj� `• Q+ INVERT (NE) = 8273.9 35 O INVERT (SW) = 8273.7 OUTLINE OF RIDGE = 8308.6 RESIDENCE LINE TABLE LINE LENGTH BEARING L1 26.00' S27'02'59 "E L2 34.89' S00 °1 4'59 "W L3 20.00' S62 °57'01 "W L4 21.38' N54 °20'57 "W L5 10.18' N27 °02'59 "W L6 36.99' N11'59'02 "W L7 40.01' N61 °58'28 "E L8 18.47' 1 N57 °43'07 "E L9 10.18' S27'02'59 "E CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING Cl 12'12'32" 1128.71' 240.51' 120.71' 240.06' N55 °52'1 2 "E C2 32'52'45" 308.96' 177.30' 91.16' 174.87' N79'23'24 "E C3 32'52'45" 346.96' 199.10' 102.38' 196.38' S79'23'24 "W C4 28'48'37" 85.00' 42.74' 21.83' 42.29' N69 °45'54 "W C5 8 °33'37" 308.96' 46.16' 23.12' 46.12' N67 °13'50 "E ,_ SURVEYOR'S CERTIFICATE I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. DATE: PROPOSED DRIVE (HATCHED AREA) 16' WIDE WITH 2' COMPACTED GRAVEL ON EACH SIDE rEDGE OF ASPHALT �Pp0 RECIS 00 ANT Bic F�� _______ ________ __ 2759 BRENT BIGGS 101412013 COLORADO P.L.S. No. 27 -gel J FOR & ON BEHALF OF PEr®ipe,ND CONSt� I �: NAL L NN�� /� FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP L.S. No. 16827 LOT 4 0.0929 ACRES ADDRESS: 1630 BUFFEHR CREEK ROAD 18" C.M.P. INVERT = 8306.6 w` 1 (UNABLE TO FIND END) \v6 a A \ AT $0 / A6 5 / AT s ,6.47 +5g W S l_. VAIL VALLEY CONSOLIDATED WATER DISTRICT EASEMENT (BOOK 345 AT PAGE 786) (SHADED AREA) si! RIDGE 8341.5 INC. OT 3 NC. 0.0774 ACRES ADDRESS: 1628 BUFFEHR CREEK ROAD Ej \ OUTLINE 0 RESIDENCE LOT 2 0.0892 ACRES ADDRESS: 1626 BUFFEHR CREEK ROAD C1 / N49'45'56 "E- 50.77' r � AT T / \ � RIDGE = 8377.6 FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP \/ L.S. No. 16827 / / > EDGE OF ASPHALT / ~- PARKING / I // S03 052'59 "E - 91.61' / N62'57'01 "E - 121.50' / TOP OF NUT 8327.9 FOUND No. 5 REBAR FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP WITH 1)/2" ALUMINUM AP L.S. No. 16827 i L.S. No. 16827 f / TOP OF NUT 8325.7 q AT AT SO TOP OF NUT 8325.6 cfl SAT cA ''j s� 6 9 si" v� I OUTLINE OF RESIDENCE ,-RIDGE = 8370.6 GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. SEWER MANHOLE MH 360 RIM ELEVATION = 8333.3 INVERT (NE) = 8328.9 INVERT (SW) = 8328.5 Off. PART OF PARCEL A TRACT D, LIONS RIDGE tf� SUBDIVISION FILING No. 2 (RECEPTION No. 121219) �O tp LOT 1 6' 0.0941 ACRES i' ADDRESS: 1624 BUFFEHR I CREEK ROAD �^ \ TOP OF NUT 8304.9 15' / + s S A PROPOSED DRIVE (HATCHED AREA) O� UTILITY EASEMENT s 16' WIDE WITH 2' F \ ' O 18" C.M.P. / \� (ELORADO ENGINEERING CO. SURVEY COMPACTED GRAVEL \ \ INVERT = 8306.3 ON EACH SIDE `94 DATED JUNE 13, 1973) .Q . SUBDIVISION SHOWN ON THE ELK MEADOWS O (UNABLE TO FIND END) \ SUBDIVISION PLAT \ \ (RECEPTION No. 427248) TRACT 1 / 2.8278 ACRES (oPEN SPACE AND DRAINAGE EASEMIENVJ \ / (RECEPTION No. 427248) gg (PROJECT BENCHMARK) 1 \ SEWER MANHOLE MH 400 �p RIM ELEVATION = 8309.0 INVERT (NE) = 8302.7 INVERT (SW) = 8302.3 p� / 1 12.9'x7.3' I SHACK v \ N ENo 0• � ,,N11 2 0 3 fOry% �R�C�P ++ oC5\pN'\'a i AS %� / 0 20� 56a R GE EP pNo. o. l �0 FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP L.S. No. 15710 LOT 1 LIA ZNIEMER SUBDIVISION O�O� (RECEPTION No. 457336) OVERALL TOPOGRAPHY FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP L.S. No. 15710 LEGEND ELEC ELEC BURIED ELECTRIC LINE cTv cTV BURIED CABLE LINE PH PH BURIED TELEPHONE LINE IIAT DAT BURIED WATER LINE SEW SEW BURIED SEWER LINE TREE LINE ® ELECTRIC TRANSFORMER m CTV PEDESTAL © TELEPHONE PEDESTAL FIRE HYDRANT Wv DQ WATER VALVE AskINDICATES A DECIDUOUS TREE 12 WITH TRUNK DIAMETER. INDICATES AN EVERGREEN TREE WITH TRUNK DIAMETER. W 0 J 0 J w Z U Q z Q M IL o z LLI o Q > M Q0 U� c� Q o 0 Ln Q L z J u o � 00 � o ° 0 Q i Q z ° z o U U 0 LL] J Q o ° z o Q J ol� EL o TOWN OF VAIL GENERAL NOTES 1. OBTAIN A PUBLIC WAY PERMIT FROM THE TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS, (970) 479 -2158. OBTAIN ALL REQUIRED BUILDING PERMITS THROUGH THE TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT, 75 S. FRONTAGE ROAD, VAIL, CO, 81657. 2. ALL CONTRACTORS SHALL BE LICENSED TO PERFORM WORK WITHIN THE TOWN OF VAIL. OBTAIN AND PAY FOR CONTRACTOR'S LICENSE AT THE TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT, 75 S. FRONTAGE ROAD, VAIL, CO 81657. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY STANDARDS, SPECIFICATIONS, PERMITS, BONDS, ETC. FROM ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4. THE PUBLIC AND THE TOWN OF VAIL WILL HAVE THE RIGHT OCCUPY THE PUBLIC RIGHT OF WAY AND ADJACENT FACILITIES DURING THE ENTIRE PERIOD OF CONSTRUCTION. PERFORM SITE WORK OPERATIONS TO MINIMIZE CONFLICTS AND TO FACILITATE USE OF THE PREMISES AND CONDUCT OF NORMAL OPERATIONS. 5. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE TOWN OF VAIL CODE, DEVELOPMENT STANDARDS HANDBOOK, CONSTRUCTION DETAILS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE TOWN OF VAIL. 6. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 7. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND /OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE TOWN OF VAIL, AS BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE TOWN OF VAIL ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE TOWN OF VAIL, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES AND DAMAGES WHICH MAY ARISE FROM ANY NEGLIGENT ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. 8. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL UTILITY ENTITIES' STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE TOWN OF VAIL. 9. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 10. THESE DRAWINGS REPRESENT ONLY THE APPROXIMATE LOCATION OF UTILITIES AND ARE INCLUDED ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, PIPES AND STRUCTURES. CONTACT UTILITY NOTIFICATION CENTER OF COLORADO (800)- 922 -1987 TO LOCATE UNDERGROUND FACILITIES. CONTACT TOWN OF VAIL FOR ADDITIONAL LOCATES (970) 479 -2158. CONTACT EAGLE RIVER WATER AND SANITATION DISTRICT FOR ADDITIONAL LOCATES (970)- 476 -7480 EXT. 114. UTILITY LOCATES TO BE PERFORMED AT LEAST 72 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY. CONTRACTOR SHALL ENSURE THAT WORK PREFORMED IN THE PROXIMITY TO UTILITIES SHALL BE ACCORDING TO THE F THE REQUIREMENTS REQUIREMENTS OF THESE AGENCIES. THE CONTRACTOR SHALL Q Q NOTIFY THE OWNER'S REPRESENTATIVE OF ANY EXISTING UTILITIES WHICH MAY INTERFERE WITH THE PROPOSED WORK PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ALL EXISTING UTILITIES TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 11. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE TOWN OF VAIL, AND ALL UTILITY COMPANIES INVOLVED, ASSURING THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 12. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO FACILITATE CONSTRUCTION OR IF ANY WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 13. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL AND COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, AT (303) 692 -3590) OR THE TOWN OF VAIL STORM WATER DISCHARGE PERMIT (CONTACT 970 - 479 -2333) WHICHEVER IS DEEMED NECESSARY, THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 14. CONTRACTOR SHALL PROVIDE AND MAINTAIN APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" (BMP) FOR THE PROJECT DURATION. CONTRACTOR SHALL INSPECT BMP'S WEEKLY AND AFTER EVERY PRECIPITATION EVENT. CONTRACTOR SHALL DOCUMENT INSPECTION AND MAKE REPORTS AVAILABLE UPON REQUEST. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE BMP HEIGHTS OR, AT ANY TIME THAT THE BMP FUNCTIONALITY IS ADVERSELY IMPACTED. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED WITHIN 48 HOURS OF IDENTIFICATION, UNLESS OTHERWISE AGREED UPON. 15. THE TOWN OF VAIL SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ON SITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PRIVATE OWNERS. 16. THE TOWN OF VAIL SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE OR INJURIES SUSTAINED AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT -END LOADER, ETC.) OR AS APPROVED BY THE TOWN OF VAIL CONSTRUCTION INSPECTOR. 18. THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL CONSTRUCTION INSPECTOR (970- 479 -2198) 72 HOURS PRIOR TO THE START OF ANY CONSTRUCTION. IF WORK IS SUSPENDED FOR ANY PERIOD OF TIME AFTER INITIAL START -UP, THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL OF REASON FOR SUSPENSION AND ESTIMATED TIME OF SUSPENSION. CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL 72 HOURS PRIOR TO RESTART OF CONSTRUCTION. 19. THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL ENVIRONMENTAL HEALTH INSPECTOR (970- 479 -2333) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. 20. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING AND SUBMITTING TO THE TOWN OF VAIL CONSTRUCTION INSPECTOR MATERIAL TESTS IN ACCORDANCE WITH THE APPLICABLE STANDARDS AND SPECIFICATIONS FOR ALL WORK WITHIN THE PUBLIC RIGHT -OF -WAY. IF THE FINAL SOILS /PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE OWNER SHALL BE RESPONSIBLE FOR A RE- DESIGN OF THE SUBJECT PAVEMENT SECTION. ALL FINAL SOILS /PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE TOWN OF VAIL CONSTRUCTION INSPECTOR PRIOR TO PLACEMENT OF BASE AND ASPHALT. 21. PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE PUBLIC RIGHT -OF -WAY A MECHANICAL "PROOF ROLL" WILL BE REQUIRED. THE ENTIRE SUBGRADE AND /OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE HAVING MINIMUM SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. ANY SUBGRADE /BASE SECTION EXHIBITING EXCESSIVE PUMPING OR DEFORMATION AS DETERMINED BY THE CONSTRUCTION INSPECTOR SHALL BE REWORKED, REPLACED OR MODIFIED TO FORM A NON- YIELDING SURFACE. THE TOWN OF VAIL CONSTRUCTION INSPECTOR SHALL BE NOTIFIED 24 HOURS PRIOR TO A "PROOF ROLL ". 22. THE CONTRACTOR SHALL FURNISH ELECTRONIC AND HARD COPY REPRODUCIBLE AS -BUILT RECORD DRAWINGS SHOWING HORIZONTAL AND VERTICAL LOCATIONS AND ELEVATIONS OF CONSTRUCTED IMPROVEMENTS INCLUDING ALL UTILITIES, AND DRAINAGE APPURTENCES PRIOR TO ACCEPTANCE OF THE PROJECT. 23. THE CONTRACTOR SHALL VIDEO CAMERA (TV) ALL INSTALLED PUBLIC STORM SEWER PIPE PRIOR TO FINAL PAVING AND /OR OTHER FINAL SURFACE TREATMENTS ARE COMPLETED. A COPY OF THE VIDEO TAPING SHALL BE PROVIDED TO THE TOWN OF VAIL FOR REVIEW AND APPROVAL AND RECORD KEEPING. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY- INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 25. THE CONTRACTOR SHALL SUBMIT AND HAVE APPROVED A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH THE MUTCD (MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES), TO THE TOWN OF VAIL CONSTRUCTION INSPECTOR, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT -OF -WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 26. THE CONTRACTOR SHALL SUBMIT TO THE TOWN OF VAIL CONSTRUCTION INSPECTOR AND GAIN APPROVAL FOR A CONSTRUCTION STAGING PLAN, SCHEDULE AND PHASING PLAN PRIOR TO THE START OF CONSTRUCTION. 27. CONSTRUCTION SITES AND STAGING AREAS MUST BE FENCED AND MAINTAINED IN A SECURE CONDITION AT ALL TIMES. KEEP FENCING AND SURROUNDING AREAS CLEAR OF TRASH AND DEBRIS. ANY CONSTRUCTION DEBRIS OR MUD DROPPED INTO MANHOLES, PIPES, OR TRACKED ONTO EXISTING ROADWAYS SHALL BE REMOVED IMMEDIATELY BY CONTRACTOR. CONTRACTOR SHALL REPAIR ANY EXCAVATIONS OR PAVEMENT FAILURES CAUSED BY CONSTRUCTION WITHIN OR IN THE VICINITY OF THE LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE DUE TO CONSTRUCTION AT NO ADDITIONAL COSTS TO OWNER. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, AND CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE FLOW LINES, PRIVATE PROPERTY, AND PUBLIC RIGHTS -OF -WAY OF THE TOWN AS A RESULT OF THIS CONSTRUCTION PROJECT. REMOVAL SHALL BE CONDUCTED WITHIN 48 HOURS. RETURN ALL CONSTRUCTION STAGING SITES TO THEIR ORIGINAL CONDITION UPON COMPLETION OF THE CONSTRUCTION PROJECT. 28. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS -BUILT RECORD DRAWINGS. 29. THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 30. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE OWNER, THE DESIGN ENGINEER AND THE TOWN OF VAIL CONSTRUCTION INSPECTOR IMMEDIATELY. 31. THE DESIGNER SHALL PROVIDE IN THIS LOCATION ON THE PLAN THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS: BENCHMARKS - TOWN OF VAIL SURVEY CONTROL B.M.NUMBER, ELEV.= , DESCRIPTION 32. LOCATE, PROTECT, AND MAINTAIN BENCH MARKS, MONUMENTS, CONTROL POINTS AND PROJECT ENGINEERING REFERENCE POINTS. RE- ESTABLISH DISTURBED OR DESTROYED ITEMS AT CONTRACTOR'S EXPENSE. 33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION WITHIN THE LIMITS OF CONSTRUCTION OR IN THE VICINITY OF THE LIMITS OF CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. 34. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF VAIL STREET REPAIR STANDARDS. THE SEAMS OF THE ASPHALT PATCHES SHALL BE INFRARED UNLESS OTHERWISE INSTRUCTED BY THE TOWN OF VAIL ENGINEER. 35. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 36. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AS IDENTIFIED ON THESE PLANS. THE CONSTRUCTION OF THESE HANDICAP RAMPS SHALL BE IN ACCORDANCE TO ADA CURRENT STANDARDS. 37. AFTER ACCEPTANCE BY THE TOWN OF VAIL, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 38. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL PROVIDE LIGHTS, SIGNS, BARRICADES, FLAGMEN, OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY, PEDESTRIAN AND VEHICULAR ACCESS AS NEEDED. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 39. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT PREVIOUSLY UNKNOWN OBSTRUCTIONS AND /OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR DECISION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS AND REPAIRS DUE TO FAILURE TO GIVE SUCH NOTIFICATION AT NO ADDITIONAL COST TO THE OWNER. 40. AT THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING THE EXISTING STORM DRAINAGE PIPES TO THE NEWLY INSTALLED STORM DRAINAGE SYSTEM. ALL DRAINAGE SYSTEMS WITHIN THE CONSTRUCTION LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE ENTIRE DURATION OF THE CONSTRUCTION PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ALL DRAINAGE WITHIN THE CONSTRUCTION SITE AND OFFSITE DRAINAGE WHICH IS DIRECTLY AFFECTED BY CONSTRUCTION. 41. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE OPERATION OF THE EXISTING TOWN STREET LIGHTS WITHIN THE PROJECT LIMITS. THE CONTRACTOR MAY PROVIDE TEMPORARY STREET LIGHTING APPROVED BY TOWN OF VAIL, WHEN EXISTING STREET LIGHTS ARE REMOVED. 42. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE OPERATION OF EXISTING TOWN IRRIGATION LINES WITHIN THE PROJECT LIMITS UNLESS OTHERWISE APPROVED BY THE TOWN OF VAIL. 43. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND PRESERVE ALL TREES, BUSHES, SHRUBS AND COVER IN A MANNER ACCEPTABLE TO THE OWNER. ALL AREAS OF TOWN OF VAIL RIGHT -OF -WAY DISTURBED DURING CONSTRUCTION SHALL BE WELL GRADED TO DRAIN, COVERED WITH A MINIMUM OF 4- INCHES OF TOP SOIL, FERTILIZED, MULCHED AND RE- SEEDED ACCORDING TO THE TOWN OF VAIL'S STANDARD SPECIFICATIONS. 44. CONTRACTOR SHALL MAINTAIN ACCESS TO FIRE DEPARTMENT HYDRANTS AND CONNECTIONS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE TOWN OF VAIL FIRE DEPARTMENT. GENERAL NOTES: IN ADDITION TO THE TOWN OF VAIL STANDARD NOTES, THE FOLLOWING SHALL APPLY: 1. THE CONTRACTOR SHALL HAVE ONE [1] SIGNED COPY OF PLANS APPROVED BY THE TOWN OF VAIL AND ERWSD, AND ONE COPY OF THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE TOWN OF VAIL /ERWSD /OWNER /ENGINEER CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 3. ALL TRENCHES SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS REQUIRED BY THE MOST RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION [OSHA] "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION." THESE REGULATIONS ARE DESCRIBED IN SUBPART P, PART 1926 OF THE CODE OF FEDERAL REGULATIONS. SHEETING AND SHORING SHALL BE UTILIZED WHERE NECESSARY TO PREVENT ANY EXCESSIVE WIDENING OR SLOUGHING OF THE TRENCH WHICH MAY BE DETRIMENTAL TO HUMAN SAFETY, TO THE PIPE BEING PLACED, OR TO ANY EXISTING SITE IMPROVEMENTS OR STRUCTURES. THE CONTRACTOR MAY BE REQUIRED TO USE AN APPROVED PILING INSTEAD OF SHEETING AND SHORING. 4. ALL TRENCH BACKFILL AND SUBGRADE PREPARATION SHALL BE TESTED TO ENSURE COMPLIANCE WITH TOWN OF VAIL AND ERWSD STANDARDS, AND SHALL BE TESTED AT REQUIRED FREQUENCIES BY AN APPROVED PRIVATE SOILS TESTING FIRM. TEST RESULTS SHALL BE SUBMITTED TO, REVIEWED, AND APPROVED BY, THE TOWN OF VAIL AND ERWSD PRIOR TO INSTALLING BASE COURSE, ASPHALT OR CONCRETE ON PREPARED SUBGRADE. ALL BASE COURSE DENSITY SHALL ALSO BE TESTED BY THE PRIVATE SOILS FIRM AT REQUIRED FREQUENCIES TO ENSURE COMPLIANCE WITH TOWN OF VAIL AND ERWSD REQUIREMENTS. BASE COURSE TEST RESULTS SHALL ALSO BE APPROVED BY THE TOWN OF VAIL PRIOR TO INSTALLING PAVEMENT. ALL CONCRETE AND ASPHALT PLACED SHALL BE TESTED IN ACCORDANCE WITH TOWN OF VAIL MINIMUM MATERIALS TESTING STANDARDS. TEST RESULTS SHALL BE REVIEWED AND APPROVED BY THE TOWN OF VAIL PRIOR TO INITIATION OF THE REQUIRED [2] YEAR WARRANTY PERIOD. 5. EXISTING FENCES, TREES, SIDEWALKS, CURBS /GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS. 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING REASONABLE ACCESS TO AND FROM ALL OF THE ADJACENT PROPERTIES THROUGHOUT THE COURSE OF THE WORK. THE CONTRACTOR SHALL BE REQUIRED TO MEET (INDIVIDUALLY OR COLLECTIVELY) WITH ALL ADJACENT PROPERTY OWNERS WHO'S DRIVEWAY ACCESS WILL BE EFFECTED BY THE WORK. AS CONSTRUCTION CONDITIONS CHANGE AND THE WORK PROGRESSES, THE CONTRACTOR SHALL BE REQUIRED TO PERIODICALLY UPDATE THOSE PROPERTY OWNERS SO THAT THEY ARE KEPT INFORMED ABOUT THEIR ACCESS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING STORM RUNOFF AND ANY GROUNDWATER ENCOUNTERED DURING THE CONSTRUCTION OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS NOR EROSION ON ABUTTING PROPERTIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THESE PLANS. NO CONCRETE SHALL BE PLACED WHERE GROUNDWATER IS VISIBLE OR UNTIL THE GROUNDWATER TABLE HAS BEEN LOWERED BELOW THE PROPOSED IMPROVEMENTS. ANY UNSTABLE AREAS, AS A RESULT OF GROUNDWATER, ENCOUNTERED DURING THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHALL BE STABILIZED AS AGREED UPON BY THE CONTRACTOR, THE TOWN OF VAIL, AND THE GEOTECHNICAL ENGINEER AT THE TIME OF OCCURRENCE. 8. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, AND OTHER UTILITIES AT THE POINT OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND /OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 9. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE SCHEDULES. 10. CONTRACTOR SHALL NOTIFY ALL BUSINESSES /RESIDENTS IN WRITING 48 HOURS PRIOR TO ANY SHUT -OFF IN SERVICE. THE NOTICES MUST HAVE CONTRACTOR'S PHONE NUMBER AND NAME OF CONTACT PERSON, AND EMERGENCY PHONE NUMBER FOR AFTER HOURS CALLS. ALL SHUT -OFFS MUST BE APPROVED BY THE APPROPRIATE UTILITY AGENCY, AND ERWSD VALVES AND APPURTENANCES SHALL BE OPERATED BY ERWSD PERSONNEL, UNLESS WRITTEN PERMISSION IS GIVEN OTHERWISE. 11. COMPACTION OF ALL TRENCHES MUST BE ATTAINED AND COMPACTION TEST RESULTS SUBMITTED TO THE ENGINEER, TOWN OF VAIL, AND ERWSD PRIOR TO FINAL ACCEPTANCE. 12. DURING CONSTRUCTION AND UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION. 13. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT TITLED [ ], DATED [], AND PREPARED BY [] FOR PAVEMENT DESIGN AND RECOMMENDATIONS REGARDING [EXCAVATION, COMPACTION, MATERIALS, EMBANKMENT, PAVEMENT SUBEXCAVATION, MOISTURE CONTROL, AND TOPSOIL REMOVAL AND REPLACEMENT. FINAL PAVEMENT DESIGN TO BE DETERMINED BY THE GEOTECHNICAL ENGINEER AFTER SUBGRADE IS COMPLETE. CONTRACTOR TO COORDINATE THIS WORK]. THE CONSTRUCTION METHODS FOR EXCAVATION /EMBANKMENTS, COMPACTION, AND SUBGRADE PREPARATION SHALL BE IN STRICT CONFORMANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF DISCREPANCIES BETWEEN THE GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS OF THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS. 14. THE PRELIMINARY PAVEMENT DESIGN IS 4" ASPHALT ON 8" CDOT CLASS 6 AGGREGATE BASE FOR MAIN ACCESS DRIVES. SEE SHEET C4.2 FOR PAVEMENT DETAILS. 15. THESE CONSTRUCTION DOCUMENTS ARE INTENDED SOLELY FOR THE CONSTRUCTION OF THE DEVELOPMENT DEPICTED HEREIN. PERIODIC, SYSTEMATIC MAINTENANCE IS NECESSARY FOR THE OWNER TO REALIZE THE DESIGN LIFE AND PERFORMANCE OF THE FACILITIES OF THIS PROJECT. INSPECTION, MAINTENANCE AND REPAIR ARE THE SOLE RESPONSIBILITY OF THE OWNER. THE DESIGN RELIES UPON A RESPONSIBLE EFFORT BY THE OWNER TO MAINTAIN THE FACILITIES, THUS, ANY DAMAGES ARISING OUT OF THE OWNER'S FAILURE TO PERFORM SAID MAINTENANCE ARE BEYOND THE DESIGNERS CONTROL. MARTIN /MARTIN EMPHASIZES THE IMPORTANCE OF A MAINTENANCE PROGRAM AND IF REQUESTED WOULD BE AVAILABLE TO SUBMIT A PROPOSAL FOR ASSISTING THE OWNER IN THE DEVELOPMENT OF A COMPREHENSIVE, SYSTEMATIC MAINTENANCE PROGRAM TO MAINTAIN THE MAJOR INFRASTRUCTURE COMPONENTS OF THIS PROJECT. OWNER SHOULD BE COGNIZANT OF THE IMPORTANCE OF MAINTAINING DRAINAGE PATTERNS AND TO AVOID EXCESSIVE IRRIGATION. THE SOILS TYPICALLY FOUND IN COLORADO ARE SENSITIVE TO EXCESS MOISTURE. THIS COULD POTENTIALLY RESULT IN PAVEMENT /STRUCTURE MOVEMENTS WHICH MAY BE UNACCEPTABLE AND COMPROMISE THE DESIGN INTENT AND FUNCTIONALITY OF THE PROJECT. MARTIN /MARTIN RECOMMENDS THE OWNER MAINTAIN A COMPLETE SET OF SOILS /DRAINAGE REPORTS AND DESIGN PLANS OF THE PROJECT FOR FUTURE REFERENCE. 16. THE PLANS HAVE BEEN PREPARED BY MARTIN /MARTIN IN ACCORDANCE WITH AND IN RELIANCE UPON THE GEOTECHNICAL STUDIES AND RECOMMENDATIONS PER [ GEOTECHNICAL ENGINEER /REPORT]. MARTIN /MARTIN HAS NO RESPONSIBILITY FOR THE FOUNDATION SYSTEMS USED WITHIN THIS DEVELOPMENT. MARTIN /MARTIN SUGGESTS THAT ALL OWNERS, PRESENT AND FUTURE, BECOME AWARE OF THE RISK ASSOCIATED WITH IMPROPER MAINTENANCE OF SLOPES AND DRAINAGE AWAY FROM THE STRUCTURES. MARTIN /MARTIN RECOMMENDS THE FOLLOWING REFERENCE AS A WAY TO BECOME MORE AWARE OF THE UNIQUE SOILS CONDITIONS FOUND WITHIN THIS PROJECT AND WITHIN MUCH OF THE FRONT RANGE AREA. "A GUIDE TO SWELLING SOIL FOR HOMEBUYERS AND HOMEOWNERS: PUBLISHED BY THE COLORADO GEOLOGICAL SURVEY, SPECIAL PUBLICATION NO. 43. 17. THE DESIGN PLANS SHOWN HEREON WERE DEVELOPED BASED UPON THE GEOTECHNICAL INVESTIGATIONS /ANALYSIS /ENGINEERING CRITERIA DEVELOPED BY [], AS PRESENTED IN THE GEOTECHNICAL REPORT ENTITLED [ ------------------------------- ], DATED [------------- - - - -] SIGNED AND SEALED BY [---------------------------- - - - - -] P. E. MARTIN /MARTIN, INC. RELIED UPON THE ENGINEERING ANALYSIS AND CONCLUSIONS OF THIS REPORT IN THE PREPARATION OF THESE CIVIL ENGINEERING PLANS AND DOCUMENTS. NO INDEPENDENT INVESTIGATIONS AND /OR ANALYSIS WAS CONDUCTED BY MARTIN /MARTIN, INC. THESE PLANS WERE PROVIDED TO [THE GEOTECHNICAL ENGINEER] FOR REVIEW AND VERIFICATION THAT THESE PLANS DEVELOPED BY MARTIN /MARTIN PROPERLY INTERPRETED AND APPLIED THE CRITERIA AND RECOMMENDATIONS ESTABLISHED BY THEIR GEOTECHNICAL REPORT FOR THIS PROJECT. GRADING NOTES: 1. ALL SITE GRADING, EXCAVATION, EMBANKMENT, AND COMPACTION SHALL CONFORM TO THE RECOMMENDATIONS OF THE LATEST GEOTECHNICAL INVESTIGATION FOR THIS PROPERTY AND SHALL FURTHER BE IN CONFORMANCE WITH THE TOWN OF VAIL'S "STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS," LATEST EDITION. 2. THE GRADING DESIGN SHOWN HEREON HAS BEEN PREPARED IN CONFORMANCE WITH THE REQUIREMENTS OF FHA AND HUD CRITERIA AND TO THE GREATEST EXTENT POSSIBLE, IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS FOR THIS PROJECT. VARIOUS CONFLICTING DESIGN CRITERIA MAKE TOTAL COMPLIANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS DIFFICULT [ADA, SITE PLAN LAYOUT, ETC.]. THUS, THESE PLANS HAVE BEEN PROVIDED TO THE GEOTECHNICAL ENGINEER FOR REVIEW AND COMMENT RELATIVE TO COMPLIANCE WITH THEIR RECOMMENDATIONS. IF THE GEOTECHNICAL ENGINEER DETERMINES THE DESIGN MAY COMPROMISE THE ACCEPTABLE PERFORMANCE OF THE STRUCTURES AND /OR PAVEMENTS, UPON RECEIPT OF THE WRITTEN COMMENTS FROM THE GEOTECHNICAL ENGINEER, COMMENTS WILL BE DISCUSSED AND RESOLVED WITH THE OWNER AND THE GEOTECHNICAL ENGINEER, AND WILL BE ADDRESSED IN A MANNER AS DIRECTED BY THE OWNER. 3. IF THE OWNER ELECTS TO UTILIZE FOUNDATION SYSTEMS AND /OR PAVEMENT DESIGNS THAT REQUIRE SPECIAL CONSIDERATION FOR CONTROL OF SUBGRADE MOISTURE, SPECIAL PRECAUTIONS AND EXTRAORDINARY DESIGN PARAMETERS SHALL BE THE RESPONSIBILITY OF THE GEOTECHNICAL ENGINEER IN CONCERT WITH THE FOUNDATION /PAVEMENT DESIGN. IT IS ACKNOWLEDGED THAT VARIOUS FOUNDATION SYSTEMS REQUIRE DIFFERENT LEVELS OF SUBGRADE PREPARATION, DRAINAGE DESIGNS, AND /OR SUBSURFACE DRAINAGE CRITERIA THAT ARE BEYOND THE PURVIEW AND RESPONSIBILITY OF MARTIN /MARTIN, AND THE GRADING PLANS SHOWN HEREON. THE INCORPORATION AND EXECUTION OF THESE SPECIAL PRECAUTIONS SHALL OCCUR IN CLOSE COORDINATION WITH THE GEOTECHNICAL ENGINEER'S DESIGN AND CONSTRUCTION OBSERVATIONS. 4. GRADING SHOWN HEREON IS DESIGNED TO ADDRESS PROPER DRAINAGE CONSIDERATIONS FOR THE PROTECTION OF THE STRUCTURES AND IMPROVEMENTS WITHIN THE PROJECT. THE COORDINATION OF THIS DESIGN AND COMPLIANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATION WITH THE LANDSCAPE ARCHITECT'S DESIGN, IS THE RESPONSIBILITY OF THE OWNER AND /OR DEVELOPER. MARTIN /MARTIN HIGHLY RECOMMENDS THAT THE LANDSCAPE IMPROVEMENTS BE REVIEWED AND APPROVED FOR COMPLIANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 5. EXISTING ELEVATIONS SHOWN ON THIS DRAWING HAVE BEEN DEPICTED FROM BEST AVAILABLE INFORMATION AND ARE SHOWN TO THE EXTENT KNOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING GRADE CONDITIONS AT THE LIMITS OF CONSTRUCTION AND AT LOCATIONS THAT INTERFACE WITH EXISTING OR PROPOSED BUILDINGS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES THAT CONTRADICT THE ENGINEERS INTENT FOR DRAINAGE PATTERNS, MAXIMUM AND MINIMUM SLOPES, AND PROPOSED ELEVATIONS AS SHOWN ON THE PLAN. THE ENGINEER WILL NOT BE LIABLE FOR ANY COSTS ASSOCIATED WITH CHANGES TO THE DESIGN WITHOUT PROPER NOTIFICATION. 6. PROPOSED CONTOURS AND SPOT ELEVATIONS AS SHOWN HEREIN ARE DEFINED AS FINISHED ELEVATION AFTER PAVING, LANDSCAPING, ETC. CONTRACTOR SHALL COORDINATE WITH GEOTECH FOR PAVEMENT THICKNESS AND LANDSCAPE FOR THICKNESS OF TOPSOIL, SOD AND LANDSCAPE MATERIALS. ALL SPOTS ARE TO FLOWLINE UNLESS OTHERWISE NOTED. FG = FINISHED GRADE, FF = FINISH FLOOR, TOF = TOP OF FOUNDATION, HP = HIGH POINT, LP = LOW POINT, TOW = TOP OF WALL [FINISHED GRADE AT BACK OF WALL], BOW = BOTTOM OF WALL [FINISHED GRADE AT FACE OF WALL], GB = GRADE BREAK, FL = FLOWLINE, TOC = TOP OF CURB. 7. TEMPORARY CUT /FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF [1:1] (H:V). PERMANENT SLOPES SHALL NOT EXCEED 2:1 (H:V) IN AREAS TO BE SEEDED OR SODDED 8. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED MANHOLE RIMS, VALVE BOXES, ETC. TO MATCH FINAL GRADE. 9. MARTIN /MARTIN IS PROVIDING LINE AND GRADE FOR THE RETAINING WALLS SHOWN HEREON. THE WALL LAYOUT /GRADING SHOWN IS PROVIDED TO THE WALL DESIGNER /CONTRACTOR AS A COURTESY. THE WALL DESIGNER SHALL TAKE INTO CONSIDERATION ALL JURISDICTIONAL REQUIREMENTS, GEOTECHNICAL INFORMATION AND REQUIREMENTS, AND GRADING /DRAINAGE PATTERNS IN THE DESIGN OF THE WALLS. THE RETAINING WALL DESIGN NEEDS TO ACCOMMODATE THE EFFECTS OF UNCONTROLLED RUNOFF FROM UP- GRADIENT OF THE WALLS, INCLUDING HYDROSTATIC PRESSURE AND EROSION. REFER TO THE GRADING PLANS PREPARED BY MARTIN /MARTIN FOR PROPOSED GRADING. BASIS OF BEARING: A FOUND NO. 5 REBAR WITH 1-1/2" ALUMINUM CAP MARKED L.S. NO. 15710 AT THE SOUTHERNMOST CORNER AND A FOUND NO. 5 REBAR WITH 1-1/2" ALUMINUM CAP MARKED L.S. NO. 16827 AT THE NORTHEAST CORNER OF ELK MEADOWS SUBDIVISION BEING N37° 10' 17 "E A DISTANCE OF 462.11 FEET. BENCHMARK: HARN CONTROL POINT "SPRADDLE ". ELEVATION = 8287.82' (NAVD 88). ELEVATION TRANSLATED TO LOCAL BENCHMARK SEWER MANHOLE (MH 400): RIM ELEVATION = 8309.0' INVERT (NE) = 8302.7' INVERT (SW) = 8302.3' EXISTING TOPOGRAPHY SHOWN WAS TAKEN FROM THE DESIGN SURVEY COMPLETED BY PEAK LAND CONSULTANTS DATED SEPTEMBER 10, 2013. zV) m W l0 W 00 DC z o0 Q _ 0 Q ° z 0 W o 0 z z U F= F- - ° U DC Q z SQw z 0 = G Q u p z U � a z � 0 w ° w � N � rn z ° r- < o, 2 z Ln a N 2i W W 0 LL W D W U) SEE GENERAL NOTE 17 - Z 0 0 C) O Q W D U)_ p o \ J z W Ei 0 U Lu _I z Lij � w > E '� � J J z Q) r- co 0 0 o o w af af 0 O L o U - 0 w m w 0 N z 0 a Of of of 0 w w U) O N z mm w zQo �wJ� < � DX O w � �2�� Qm w Q J J U J� wQ =� z w w Lv �Q�w z J z z O ~wo�oQ � w� Q Q Q Q < O 0�O� CD z J -D -D _D Dwo =Q > >, 0 z °Q� U) m m z��m ° w Door z U =�_, 0 z U) 0 z <wQ co Dw0m + - =w 'z0 O mmw El- El- 0 zw�o OQ 0 0 LLJ, - mmz� O °00� Sheet Number: c 1 z Q w w w � J W N z Q � z Q J M Q o z w O Q V) cn > F-- ° U m Q V) Q O 0 Ln W T) w w O I c r- O C0 O Q / Q .. ° z cf) O Q O LJ J Q CD z O Q I Approved by the Design Review Board TOWN OF VAIL By Joe Batcheller at 2 :03 pm, May 08, 2014 BUFFEHR CREEK ROAD BASIS OF BEARING AND BENCHMARK: BASIS OF BEARING: A FOUND NO. 5 REBAR WITH 1-1/2" ALUMINUM CAP MARKED L.S. NO. 15710 AT THE SOUTHERNMOST CORNER AND A FOUND NO. 5 REBAR WITH 1-1/2" ALUMINUM CAP MARKED L.S. NO. 16827 AT THE NORTHEAST CORNER OF ELK MEADOWS SUBDIVISION BEING N37 °10'17 "E A DISTANCE OF 462.11 FEET. BENCHMARK: HARN CONTROL POINT "SPRADDLE ". ELEVATION = 8287.82' (NAVD 88). ELEVATION TRANSLATED TO LOCAL BENCHMARK SEWER MANHOLE (MH 400): RIM ELEVATION = 8309.0' INVERT (NE) = 8302.7' INVERT (SW) = 8302.3' EXISTING TOPOGRAPHY SHOWN WAS TAKEN FROM THE DESIGN SURVEY COMPLETED BY PEAK LAND CONSULTANTS DATED SEPTEMBER 10, 2013. TRACT A LIONS RIDGE SUBDIVISION, FILING No. 3 PAVING LEGEND EXISTING ASPHALT owl PROPOSED ASPHALT PROPOSED GRASS PAVERS JVV II IL- I \L/ r- l \Vf- LI \/ / L //VL 30 15 0 30 60 SCALE: 1 " =30' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET NC( FY NCTIFICATI ffm r« r+ l r M^ w what's below. Call before you CALL 811 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES L A DE >. 2 MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Z" W m LU lD LU DC z o a� G z w O 0 G O Z z V2 = O DC Q z Q z LU Q O p Z U ci �z U H Q Z � D O LU 100 w N H 01 N Z O r- Q rn � Z N Q N W �W�/ LL L.L O LL W D U) U) SEE GENERAL NOTE 17 — U) z O 0 0 Q 0 Q If) O a Q > J LU 0 � G m c/) � � Q W i -'D 7) 7) C) (1) 0 O O 0 J Z � �ilO o cf) o (1) w w 0 Q V) O N J � o � � cn n I > zzwc°�° Q� Zw zo�wn ¢r ���°wo¢�v- zo wJCf w ° Q �¢ Z J J W Qc�w D W W � �� O Q o O :2 Q =wJ '0UwO Q Q) WOz w � � � x°�� � ��- � :2 w o U N w° zw� - c?ow o Sheet Number: z z i� g w C�� r n C2 U) T) z Q O z 0 J Q w O z � Q z m / z o O L-1 cn � o m U Q � J (J� O Q ° Q 00 w �t w o � N 00 O Q z o Q LL U O w J Q CD o z o Q J L� L_ C) Approved by the Desi n Review and cn TO VA I L By oe Bateholler at 2:03 pm, May 08, 2014 / I I- 3'9% 12 +00 1 +39.69 \ AFLOWLI (TYP) � - - - - I I I I PROVIDE POSITIVE/ I / w DRAINAGE FROM ROAD N PRIVATE DRIVE SHALL BE CONSTRUCTED PRIOR TO LOT 1. FIELD VERIFY PRIVATE DRIVE AS CONSTRUCTED ELEVATIONS PRIOR TO CONSTRUCTING DRIVE TO LOT 1. I 2.9%, v 4 79. N I F20 9, o • I \ cp _25SF OF 18" DEEP � 25SF OF 18" DEEP I I d'�, D50 =9" COBBLE D,0=9" COBBLE I I cp �RIPRAPPPPPPPPP (R�€ --6 T�41L - - - �O - - DETAIL) / c'�, / 7,9 0 - - - - 1S - - -1S - - S _ 1S lg p8 - l - F79 39 - - F2� 66 \ \ \ \ 0 1 32.87LF 12" HDPE 3.04% - - - - - - 12" FLARED I 12" FLARED- END - - - SECTION END SECTION / INV.OUT= 8318.00 I INV.OUT= 8319.00 I \ N:325.59 N:340.68 E:762.62 E:791.82 83 /\ SWALE FLOWLINE (TYP) 18 FLARED _ F< END SECTION INV.OUT= 8314.50 N:292.90 / N N 832, / 26 0 FL co j- � j X o / / / 24.05 / 3.1 2S 0 FG 0 / E.743.28 / / , . / \ 25SF OF 18" DEED \ �/ / ` I, D50 =9" COB61LE RIPRAP (FEE: DETAIL) I FG 8327 ?� 0 / ESTABLISH FLOWLINE / AS LOCATION TO MATCH / INTO 'EXISTING GRADE, , 3' BEHIND TO � - 42 W FG FG / cP BOW 8.6 1 / 21.92 / / / �C� 25.11 T�lgi � / '9 // / I BOULDER RETAINING ALL 1o:i � / / / � % I g� 2 FLOW 2 SWALE � (FOR DETAIL, RE: G�OTECH) „ / / , � � // // L - 6� cP � FROM • �/ // I / 21.92 - -ice /�i // // / /, �� 9 FG - 22.92 ' i � / / / / / / / / I- BOW FG / / / / j �fSTERL Y LOT LINE 25.45 1-1 � FG � rbo 24.95 � / / / / 25.42 FG cp WESTERLY L0T LINE / / / ABOVE - GRADED E / 1.6% - - gg R ARCH) : �s0 L 9 2.1 - 8325 - - / / 1 . II / 'FL 37 \ � � ow, / . �� ��� ' � / FG 25.29 320 F< .6p , 2S3J Tod � /// ✓, ' �-�ti°c ___ LOT _1 -SIN- GLE- FAMILY _HOME (MAIN FFE= 8322.42) / . / / / h ABOVE -GRADE DECK - - - -- - _ cb (RE: ARCH) s _ -_ -- CAST -IN -PLACE WALL (RE: ARCH S-0eIHLRLY LOT LINE cn �°'. S1 �' / i� / , ,6,8332 ow. n LL 2 co �� - �` Jam/ / 8332 8332_ L G- _ - N _ - 8 79, 33 i �' i2• � �° •' _ - - _ - - - -� N -�__ _ - -- -- ,,� 32 36 ®I�/ 16:1 �' - - - -` - - - - -- ,/ Io� i - BOULDER RETAINING WALL - (FOR _ DETAIL, RE: GEO�CI� -� . _ - - - -- F 9S _ -� 29% -� ---- - - -_ -- -- 2.8% 30 F��98 - '94 '- i OULDER RETAINING WALL- / / / _BOW__ _ _ _ - 3� .18 - 3� - 3� s F� N - - - - - - - - - - 3 � (FOR DETAIL, RE: GEOTECH) �833D _ _ - POINT "SPRADDLE ". ELEVATION cr 79 o - - -- / -TOE 92 _ `Z 1 eow8� - TOP OF WALL ELEVATIONS TO INVERT (NE) = 8302.7' 4/ _ _ESTABLISH SWALE FLOWLINE_ _ 5i Tod >� 0 S2> -MATCH EXISTING GRADE (TYP) � - - - ---ESTABLISH - NO CLOSER THAN_5 =FRS � THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, 5 2.5 0 5 10 BASIS OF BEARING AND BENCHMARK: - - - - -- - EXTERIOR WALL --- - - - - -- MATCH TO EXISTING U Q tz _ _ z < J GRADES (TYP) -- - - - - -- _ / BAS- OF BEARING: A FOUND NO. 5 REBAR WITH ALUMINU-V CAP MARKED L.S. F 1-1/2" NO_ 1- 57fi(�AT THE _ - - _ - - Ld w - - owwhat's below. Gall before you di SOUTHERNMOST CORNER AND A FO -UND NO. 5 REBAR WITH 1-1/2" ALUMINUM CAP MARKED L.S. NO. 16827 AT­ Tf4E - - - - - - - -- - - NORTHEAST CORNER OF ELK MEADOWS SUBDIVISION BEING N37 °10'17 "E A DISTANCE OF 462.11 FEET. CALL 811 2- BUSINESS DAYS IN ADVANCE 00 o Q _ 0 BEFORE YOU DIG, GRADE OR EXCAVATE FOR BENCHMARK: HARN CONTROL POINT "SPRADDLE ". ELEVATION = 8287.82' (NAVD 88). ELEVATION TRANSLATED TO LOCAL FOR ALL NOTES, MARKING OF UNDERGROUND MEMBER UTILITIES BENCHMARK SEWER MANHOLE (MH 400): 0 z RIM ELEVATION = 8309.0' `Z 1 J RE: SHEET C1 MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY INVERT (NE) = 8302.7' (n Q z LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN INVERT (SW) = 8302.3' ° � PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, w 2 THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, 5 2.5 0 5 10 EXISTING TOPOGRAPHY SHOWN WAS TAKEN FROM THE DESIGN SURVEY COMPLETED BY PEAK LAND CONSULTANTS SCALE: 1 " =5' MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES DATED SEPTEMBER 10, 2013. U Q tz ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Z" w m w w Q DC z 00 o Q _ 0 ° Q W z � 0- W o 0 z o `Z 1 J = O DC (n Q z Q z ° � o w 2 o Z U Q tz Q z < J D� 0 w l.0 Ld w w N o, N Z Q rn J 2 z z O Ln Q r'4 N 2i W 0 LLI D SEE GENERAL NOTE 17 - E2 7) 0 J J Z � � N O c O a� W Le VA Z O O�-^ Q � < O J VJ O i ZQ Q W > O 0- 0 M W z J (n Q rz W Q1x� c� E2 7) 0 J J Z � � N O c O a� W Le VA Sheet Number: C3.1 cnr °z <�w OE W Q1x� 1�x °owe, E, U, <2_ Q J J w U w Q d U w Ld w w Z Q U w J z z O °z or_ 11� °o�� z ~ O v) Z r- J �w ° =Q __1 z i T T Q) 'o U� g M m 0-) zoo E w z�w zzL] z U ono z (n O zawQCu�n Q) o oW�w� =�UZ CC O U un LL wmcl� zw�o 0 0 LLj C) Wzo °Q�� (Z �0�z Sheet Number: C3.1 \ \\VORTHERLr PR\P�R r LINE - -' - - - -- Approved by the- Design Review Board TOWN OF VAIL -A3y .lee�,Mch er at 2:03 pm, May 0820.14 \ \ 325- _ \ MATCH -TO EXISTING V BOULDER RETAINING WALL \ / /'GRADE AT TOP O ■ ■ ■ it MATCH TO EXISTING (FOR DETAIL, RE: GEOT CH) BOULD_ER ALL (TYP) . AV- ' GRADES (TYP) a ` / 6J 7 A- 322-- 8°w \ r °w "T °w 6 T \wsj 7-*-A � - - - - - - 8323 \\ 8321-`N 6 10 �0 96 \ ?�� =N N _ 8322 \\ - -- N -'� - /2.0%, o �o - o - 832 - - - W U - - tK - - - - � $320'`___ -- �- �� •\ -- -- �- °� '^ - - -- `L -I \ bi 7 0' F _ - - -- . oA 2j , F `Sj- W js j6 SWALE -FLOWLINE -5-- NORTHERLY LOT LINE ���� c - - - - - -_ W \\ S0 o Fc S° FROM EXTERIOR WALL 2:1 �j 4:1 - _ FL - - - - -__ - 16:1 83 �I��ti �9 f�ESTERLY LOT LINE /� -- -_ ,� °S 8S \� __ - - -- EASTERLY LOT LINE \ - - - - - - - - - - - - \ \ ESTABLISH FLOWLINE �g.09 's �� - - - - - - AS LOCATION TO MATCH `��d, 0)oiy 9� -!- _ INTO EXISTING GRADE, -SWALE 4' BEHIND TOW I � - - FLOWLINE _ APPROVED- 3-1 _ � - - - - 6' WIDE TENSAR ERONET C125 (OR FROM BOW ` - - - - - - - - - - - - - - - - - - - - - - - - - EQUAL) EROSION CONTROL BLANKET CENTERED BOULDER RETAINING WALL >> FG 9.1 WITHIN SWALE AND INSTALLED PER (FOR DETAIL, RE: GEOTECH) 21 14.86 ` \ MANUFACTURER'S RECOMMENDATIONS. /I \ \ \ 1 \ \ S 11:1 \\ \ _ 7 - - - - - _ _ _ - - - - `b LOT 3 SINGLE - FAMILY HOME \ � 0 9 - - - (MAIN FFE= 8313.50) v \ \ \ cl. ESTABLISH _SWALE, FLOWLINE \ \ \ - --NO-CLOSER THAN 5 JFR,OM - 13.91 - EXTERIOR WALE �1� \ \ 8:1 FIG vvI �v j 3 7:1. \090.- -- - -_- �_� LOT 3 -G DING TO TS`\ INTO LOT 2 ADING \ 'ID •G /' ONCE COMPLET TYP) \ \ At ABOVE -GRADE DECK (RE: ARCH) �7?00 12.75 - - - - - -- - - - - -- I� \ \ _`3170._ _j A Ld CD o � 0 F0 I v� U 0 j CD CD � Z \. -- - - - - -- 800 -�� - - 77 \� j ?js w � 0 AND BENCHMARK: o 0 Q Liz W ° t1. _ BASIS OF BEARING: A FOUND NO. 5 REBAR WITH 1-1/2" ALUMINUM CAP MARKED L.S. NO. 15710 AT THE w o SOUTHERNMOST CORNER AND A FOUND NO. 5 REBAR WITH 1-1/2" ALUMINUM CAP MARKED L.S. NO. 16827 AT THE Q rn ��.Tr,_.�i���.�1, MEADOWS SUBDIVISION BEING N37 °10'17 "E A DISTANCE OF 462.11 FEET. � Q Z - EXCAVATE AND LOCATE EXISTING STORM ' z BENCHMARK: HARN CONTROL POINT "SPRADDLE ". ELEVATION = 8287.82' (NAVD 88). ELEVATION TRANSLATED TO LOCAL -, �.1. 2.11'1. �.l�Li��1i•2i.�!r.11, n�`:�� }.��1� �.�I�.�I:;i�.1�;•.�1�;.�1. rte• (MH 400): T • •` r ��` `•1�..�L;�r.�hi7.. 1, ��r1,i ;>.�1•�.�1;>.�1; �•� RIM ELEVATION = 8309.0' i$ lL;i1,;>.!1>�•'I!'1 1, }.!1, }.!'1, �.!'1.;>.11,;>.•'1. }.lLii.!`h ;•, I,J ° INVERT (NE) = 8302.7' � -� • Q DRAINAGE INLET. REGRADE SUMP AND - _ 7 - - - - __ TV -- T� ' w �_ I Q \ -j - - TV - --- -T - - -- TV _ o J PRIVATE DRIVE SHALL PROVIDE POSITIVE DRAINAGE INTO INLET-.- - -TV -, - TV - - - - -T ---- TV- _ - - 370 TV - _T\/ (n N 2i 1. FIELD VERIFY T� PROPOSED FINISHED GRADE O :2 Q ELEVATIONS PRIOR TO CONSTRUCTING DRIVE TO LOT 3. - -T - -= \ » PROVIDE 5X5 X18 DEEP COBBLE - T- -- TV-- --- TV- - --- TV----- TV ---- -- TV-- TV- \ - - -- - -- _ Q - -- TV ----- TV - - - -_ TV - - - - -- TV- - - -- TV- -- 8312 - / II �__ - -E- __ TV--- . -- - -- ��\`\ i T��____ l TV - -- -- V -- - --- TV--- RIPRAP AROUND INLET. g �8� / �° TV -__ -- / - 0 -E -- - - - - -E -- - -- - -E - -- -E -- -- E - - -- -- - - -E -\ - -- - - - - -E -- - --TVi - w D U = � ° __ O z zaw < Q) o LJ 0 oW o _ \ \z0- El- mcl� zw�0 0CL Ow C) L 0 °Q<� c 8,311 25SF OF 18" DEEP \ Ln CO 00 T, / ' �T1_ D50 =9" COBBLE T RIPRAP (RE: DETAIL) bill / 12" FLARED END SECTION _ - _- -T - - -- -T -- - - ____ _T_ 25SF OF 8" DEEP D50=9" OBBLE --- W--- - --W -- �v- / 25SF OF 18 DEEP r INV.OUT= 8310.00 - -- -T� - -- ___ T RIPRAP (RE: D AIL) T /0" DIP W% TER D50 =9" COBBLE N:288.32 12 FLARED - - -- \ -- T - -- _T -- --- T------ T------ r - - - -- T - - -- T - - - - -- -AN- - - -N -W- - -W - w-- - - --w- =---- w------ w------ w- - - - -�v - - -- 0 RIPRAP (RE: DETAIL) E:625.18 END SECTION _- _ -- , - - -- �v-- --W - -- _ -- w - - -- w - -- _v - - - -- W- - W- -- -- -�v - -- - -- -W- -- -w - --- --W -- - INV.OUT= 8311.20 / o I 2.07 - ` N:304.84 \ \ E:657.23 _ _ 8310 _ - � II � 8.7% 36.05LF 12" HDPE @ 3.33% PROVIDE P SITIVE DRAIN TO C U,LVEERT`G 0 W - - _.�rl•,!hi.• i it��! �i- �� }•����hT�•.��tI;�T.��I���rr��� Q 0 w � 0 AND BENCHMARK: o 0 Q Liz W ° t1. r- 00 BASIS OF BEARING: A FOUND NO. 5 REBAR WITH 1-1/2" ALUMINUM CAP MARKED L.S. NO. 15710 AT THE w o SOUTHERNMOST CORNER AND A FOUND NO. 5 REBAR WITH 1-1/2" ALUMINUM CAP MARKED L.S. NO. 16827 AT THE Q rn ��.Tr,_.�i���.�1, MEADOWS SUBDIVISION BEING N37 °10'17 "E A DISTANCE OF 462.11 FEET. � Q Z Q _ z BENCHMARK: HARN CONTROL POINT "SPRADDLE ". ELEVATION = 8287.82' (NAVD 88). ELEVATION TRANSLATED TO LOCAL -, �.1. 2.11'1. �.l�Li��1i•2i.�!r.11, n�`:�� }.��1� �.�I�.�I:;i�.1�;•.�1�;.�1. rte• (MH 400): T • •` r ��` `•1�..�L;�r.�hi7.. 1, ��r1,i ;>.�1•�.�1;>.�1; �•� RIM ELEVATION = 8309.0' i$ lL;i1,;>.!1>�•'I!'1 1, }.!1, }.!'1, �.!'1.;>.11,;>.•'1. }.lLii.!`h ;•, I,J ° INVERT (NE) = 8302.7' � -� • Q J INVERT (SW) = 8302.3' �_ __ 1._ � �- I. lk�j.• o . ��L?i�} �:! ?i•};•: Init •�n•�•�`�ri�ti.��iri�ti.�.�,.�ti.� w l.0 w ~o Q EXISTING TOPOGRAPHY SHOWN WAS TAKEN FROM THE DESIGN SURVEY COMPLETED BY PEAK LAND CONSULTANTS -j L� DATED SEPTEMBER 10, 2013. L_ o J PRIVATE DRIVE SHALL BE CONSTRUCTED PRIOR TO LOT RAISE MANHOLE TO Ln a 17'4 N 2i 1. FIELD VERIFY PRIVATE DRIVE AS CONSTRUCTED PROPOSED FINISHED GRADE O :2 Q ELEVATIONS PRIOR TO CONSTRUCTING DRIVE TO LOT 3. 0 W m M Q 0 w � 0 AND BENCHMARK: o 0 Q Liz W ° 0 W m M ° w � BASIS OF BEARING AND BENCHMARK: o 0 Q _ 0 ° c r- 00 BASIS OF BEARING: A FOUND NO. 5 REBAR WITH 1-1/2" ALUMINUM CAP MARKED L.S. NO. 15710 AT THE w o SOUTHERNMOST CORNER AND A FOUND NO. 5 REBAR WITH 1-1/2" ALUMINUM CAP MARKED L.S. NO. 16827 AT THE Q rn NORTHEAST CORNER OF ELK MEADOWS SUBDIVISION BEING N37 °10'17 "E A DISTANCE OF 462.11 FEET. � Q Z Q _ z BENCHMARK: HARN CONTROL POINT "SPRADDLE ". ELEVATION = 8287.82' (NAVD 88). ELEVATION TRANSLATED TO LOCAL a °° BENCHMARK SEWER MANHOLE (MH 400): U RIM ELEVATION = 8309.0' I,J ° INVERT (NE) = 8302.7' Q Q J INVERT (SW) = 8302.3' D 0 o z w l.0 w ~o Q EXISTING TOPOGRAPHY SHOWN WAS TAKEN FROM THE DESIGN SURVEY COMPLETED BY PEAK LAND CONSULTANTS -j L� DATED SEPTEMBER 10, 2013. L_ o J 2 z FOR ALL NOTES, RE: SHEET C1 PRIVATE DRIVE 11+00 III. Y NOTIFICATI -R OF COLOR in w what's below. Call before you \ - - CALL 811 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, 5 2.5 0 5 10 THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, SCALE: 1 " =5' MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Z" W m M w w -4 `0 Q Z o 0 Q _ 0 ° LV Z OC Q Do- w o Z 0 z o rn F_ 0 o � Q Z Q z ° F_ O w 2 z u o U Q Q z J D 0 w l.0 w w w = N H N 01 Z O a rn J 2 z Z O Ln a 17'4 N 2i W_ LLI 0 LLI D U) SEE GENERAL NOTE 17 U) z O M O� 0 Q ° VJ � O I. LV > O Q Do- � 0 U (D rn J Z C) W Q�w� 0 Sheet Number: C3.3 cnr °z WOE J Q�w� rzwx ° O w J2rU� Q 2 Q J J J (Y �waz� w w w w Z Q U w J Z Z O °z °wo<� J O :2 Q =mo0 \ 0 z 0 v) r- _J w LLJ = LLJ Q J ° < z��� i T T Q) g m m 0 CD z w D U = � ° __ O z zaw < Q) o LJ 0 oW o _ \ \z0- El- mcl� zw�0 0CL Ow C) L 0 °Q<� Sheet Number: C3.3 w O n, n z Q n 0 Q O J W � z U Q cn z Q M a > O Q V) () F__ (-) U m Q V) Q O 0 CD WLn W O W N I c r- O C0 O - r7 Q j Q .. ° z cf) O O [-- Q O w J Q CD z O Q J CL� n n Approved by the Design Review Bo rd �►�� By Joe Batcheller a 2:03 pm, May 08, 2014 -- - --W- W - - -- I � +30 37 BEGIN ALIGNMENT--` - N:227.33 / E:499.29 __ - -- _ LOT 3__- ___ - -__ _,�I�\ \ -\\ \\ \ \\ ;� - -- PAVING LEGEND \ \ LOT 4 \ \ - - - _ _ J \ \ \ _ - / / / EXISTING ASPHALT TO REMAIN �w (> PROPOSED ASPHALT (RE: TYPICAL SECTION SHEET C4.2) J Ld % -TV- TV -- TV -- - N--- 111 E -- E----- E---- �A�iE - - -- �/ - E--- --E C E -__ E - - - - -- Q E PROPOSED GRASS PAVERS (RE: Tv- - - ry - - - - - TV- - - - / -rv- _ _ r--- E - - - - -E I W SHEET C4.5 FOR DETAILS) i \f- sra, =9 +89.21 OFFSET= -8.00L STA. =10 +61.76 ` �' \ ,__� / BASIS OF BEARING AND BENCHMARK: / STA' =9 +32.61 ELEV =9.63 OFFSET= -8.00L _T_ - - -T ___ OFFSET= 9.87R- < / - � _- -- \ �_- _ _ _- - ELEV =11.10 I -W - -- - �� - - - -- �' FUTURE DRIVEWAY T _W---- - _T -- T--- _- -T -._- _-- T - - - - -- - - -- T - - - -- T -- - - -T -- T--- - - -T - -- --- T___ -�__� _ - -� -- r T - - -- - �v BASIS OF BEARING: A FOUND N0. 5 REBAR WITH - _ - - -�- - -�- -- -� - 1 -1/2" ALUMINUM CAP MARKED L.S. i NO. 15710 AT N72 °25'0,3,,E ' ! - !i I - - -v am � � I \ /,-STK. 10 +� 4.20 dFFSET=-8.00L 2.00' AGGREGATE j THE SOUTHERNMOST CORNER AND A REBAR WITH 1 -1/2" ALUMINUM CAP FOUND NO. 5 MARKED L.S. NO. 33 47' �/ - - �i in `EV�1.56 \ J f, SHOULDER \7 16827 AT THE NORTHEAST CORNER OF ELK MEADOWS -- - - -- \ - -_ - - - -�5 - - -- S5 - - -- -- -- - -- - -- -- ' -- - -- -- -- - - - - -- - - VISION BEING N37 10 17 E A DISTANCE OF 462.11 ss -- -�� -- - ss -- - - �- �S �` � SUBD „ - - - -mss - - - -ss - - - -mss - -- 1 � --- \ FEET. - r �� -- �S- - - - - - -� - --- �5 - - - -- - - -- -- -mss - -- - - -�5 0 +00- _ _ �s - -- �s - -- -mss- -- �s - - - -- -- � �5 - -- �s - N69 °47'25 "E 61-67' / PRIVATE DRIVE CENTERLI __Z7 BASELINE ALIGNMENT o 8309 �'o �Nml o 8308 8307 d- - \ STA.= 10+00.23 \ OFFSET =2.36R \ \ \ STA.= 10+57.67 \ ELEV =9.44 \ \ OFFSET =7.88R \ ELEV =10.65 \ I \ I � \ � I \ I I I A =7 °07'58" R= 100.00' L= 12.45' _ CH =N6613'27"E 12.44' CP MATCH TO Ek1-$TING GRADES (lYP) 0 cp 11+00 P IVATE DRIVE (RE: TYPICAL SECTION EET C4.2) STA. =10 +7$:20 OFFSET =8.00R ELEV =11.40 VPI STA. 10 +74.20 VPI EL.= 8310.53 K =28.20 I Vc= 14n_nn rn ° N 00 \ o m < \ \ N 2' CO(R EDETAL)� 2.00' AGGREGATE SHOULDER \ N STA. =1 1 +22.82 OFFSET =8.QOR p ELEV =13.54 00 00 00 \ w w w \ STA. =11 50. 2 \ OFFSET 36.0 R\ \ \ ELE =15 95 y 25SF OF 18" DEEP D50 =9" COLE RIPRAP (RE DE fC) 4: 18" FLARED END SECTION i INV.OUT= 8312.20 N:269.04 \ .- SCALES: HORZ. 1 " =10' VERT. 1 " =1' 9 +50 10 +00 10 +50 11+00 1 BENCHMARK: HARN CONTROL POINT "SPRADDLE ". \ ELEVATION = 8287.82' (NAVD 88). ELEVATION TRANSLATED TO LOCAL BENCHMARK SEWER MANHOLE (MH 400): PRIM RIM ELEVATION = 8309.0' INVERT (NE) = 8302.7' (RE: INVERT (SW) = 8302.3' 1 EXISTING TOPOGRAPHY SHOWN WAS TAKEN FROM THE DESIGN SURVEY COMPLETED BY PEAK LAND CONSULTANTS DATED SEPTEMBER 10, 2013, ROADWAY NOTES: 1. FOR PRIVATE DRIVE TYPICAL SECTION, RE: SHEET C4.2. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF VAIL ENGINEERING STANDARDS, MATERIAL SPECIFICATIONS, AND DRAWINGS (LATEST REVISION). ALL STREETS AND STORM SEWER CONSTRUCTION SHALL BE APPROVED AND INSPECTED BY THE TOWN OF VAIL. 3. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE TOWN OF VAIL BEFORE AND AFTER ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN CONFORMANCE WITH THE CURRENT STREET REPAIR REQUIREMENTS OF THE TOWN OF VAIL. ALL PATCHES SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. 4. ALL RANGE POINTS, TIES, BENCHMARKS, OR OTHER SURVEY CONTROL POINTS, WHICH MAY BE ENCOUNTERED DURING CONSTRUCTION, MUST BE PRESERVED. 5. IMPROVEMENTS MADE WITHIN THE PUBLIC RIGHT -OF -WAY SHALL BE PERFORMED BY A LICENSED AND BONDED RIGHT -OF -WAY CONTRACTOR. 6. PAVING SHALL NOT START UNTIL A GEOTECHNICAL REPORT AND PAVEMENT DESIGN HAVE BEEN APPROVED BY THE TOWN OF VAIL'S ENGINEERING DIVISION AND SUBGRADE COMPACTION TEST AND PROOF ROLLING HAVE BEEN PREFORMED AND THE RESULTS HAVE MEET WITH THE APPROVAL OF THE TOWN OF VAIL. 7. ALL WORK SHALL BE PROPERLY BACKFILLED PRIOR TO THE END OF WORKDAY, NO OPEN HOLES ARE ALLOWED OVERNIGHT. ALL WORK IS TO BE IN ACCORDANCE WITH PERMIT REQUIREMENTS AND APPLICABLE STANDARDS. 8. NO CLEATED OR TRACKED EQUIPMENT MAY WORK IN OR MOVE OVER PAVED SURFACES WITHOUT MATS. 9. MATERIAL REMOVED FROM ANY PORTION OF AN EXISTING ROADWAY PRISM MUST BE REPLACED IN LIKE KIND WITH EQUAL OR BETTER COMPACTION. NO SEGREGATION OF MATERIAL WILL BE PERMITTED. 10. PRIOR TO FINAL ACCEPTANCE, ALL DISTURBED PORTIONS OF ROADWAY RIGHT OF WAY SHALL BE CLEANED UP AND RESTORED TO THEIR ORIGINAL CONDITION, SUBJECT TO TOWN OF VAIL APPROVAL. 11. GRASS PAVE SUBGRADE /BASE SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER. 12. FOR ADDITIONAL NOTES, RE: SHEET C1. 1 1 Y NOTIFICATI -R OF COLOR4 w what's below. Call before you CALL 811 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Z" W m w cD w 00 Z 0° Q _ o 0 ° S z w O 0 G 0 o Z z i- J ° °U DC Z) < z Q z w < o 2 U o Z U Q F- C Z G D O w ° w = N H 01 N Z � a rn � z Ln a N W LLI 0 Uj D (n SEE GENERAL NOTE 17 - Z O w Q J 00 Q 0 0 U) 0� 0� Q > O � W 0 0 Q M LLJ _j Q- J �e D Q -j Q 0 W O r D 7) J J ° :2 :2 z 0 0 O 0 0 0 I O_ � �_ o o > i cr (1) w Li z N z 0 0 Q Ld O N z cnr °z <�w WOE w (L X ° O w w�rU J J U w Q Q d U w w w U Q 21: w Z r- J Z Z 0 °z O :2 >- >- : aT,:J\ O ~ O v) Z r- J w � = Q w O g M m Z 8d ELio U =� o z (n O zaw<ccn O oWOw� _ o LJ Lj Lj O U _ ��L_j wm N w O zw�0 O Q c?CL�Ow Lu" U °Q<� LLJ Sheet Number: C401 STA' =9 +32.61 OFFSET= 9.87R- - � _- -- \ -- -ELEV =8.36 \�� � -- -- _ STA. =9 +57.51 OFFSET =7.08R ELEV = 8.69 _ Is MATCH EXISTING GRADES I \ \ ALONG ASPHALT PRIVATE I \ DRIVE TO REMAIN (TYP) \\ 10 5 0 SALE: 10 26 1 " =10' ALL DIMENSION SHOWN ARE U.S. SURVEY FE& \ N69 °47'25 "E 61-67' / PRIVATE DRIVE CENTERLI __Z7 BASELINE ALIGNMENT o 8309 �'o �Nml o 8308 8307 d- - \ STA.= 10+00.23 \ OFFSET =2.36R \ \ \ STA.= 10+57.67 \ ELEV =9.44 \ \ OFFSET =7.88R \ ELEV =10.65 \ I \ I � \ � I \ I I I A =7 °07'58" R= 100.00' L= 12.45' _ CH =N6613'27"E 12.44' CP MATCH TO Ek1-$TING GRADES (lYP) 0 cp 11+00 P IVATE DRIVE (RE: TYPICAL SECTION EET C4.2) STA. =10 +7$:20 OFFSET =8.00R ELEV =11.40 VPI STA. 10 +74.20 VPI EL.= 8310.53 K =28.20 I Vc= 14n_nn rn ° N 00 \ o m < \ \ N 2' CO(R EDETAL)� 2.00' AGGREGATE SHOULDER \ N STA. =1 1 +22.82 OFFSET =8.QOR p ELEV =13.54 00 00 00 \ w w w \ STA. =11 50. 2 \ OFFSET 36.0 R\ \ \ ELE =15 95 y 25SF OF 18" DEEP D50 =9" COLE RIPRAP (RE DE fC) 4: 18" FLARED END SECTION i INV.OUT= 8312.20 N:269.04 \ .- SCALES: HORZ. 1 " =10' VERT. 1 " =1' 9 +50 10 +00 10 +50 11+00 1 BENCHMARK: HARN CONTROL POINT "SPRADDLE ". \ ELEVATION = 8287.82' (NAVD 88). ELEVATION TRANSLATED TO LOCAL BENCHMARK SEWER MANHOLE (MH 400): PRIM RIM ELEVATION = 8309.0' INVERT (NE) = 8302.7' (RE: INVERT (SW) = 8302.3' 1 EXISTING TOPOGRAPHY SHOWN WAS TAKEN FROM THE DESIGN SURVEY COMPLETED BY PEAK LAND CONSULTANTS DATED SEPTEMBER 10, 2013, ROADWAY NOTES: 1. FOR PRIVATE DRIVE TYPICAL SECTION, RE: SHEET C4.2. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF VAIL ENGINEERING STANDARDS, MATERIAL SPECIFICATIONS, AND DRAWINGS (LATEST REVISION). ALL STREETS AND STORM SEWER CONSTRUCTION SHALL BE APPROVED AND INSPECTED BY THE TOWN OF VAIL. 3. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE TOWN OF VAIL BEFORE AND AFTER ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN CONFORMANCE WITH THE CURRENT STREET REPAIR REQUIREMENTS OF THE TOWN OF VAIL. ALL PATCHES SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. 4. ALL RANGE POINTS, TIES, BENCHMARKS, OR OTHER SURVEY CONTROL POINTS, WHICH MAY BE ENCOUNTERED DURING CONSTRUCTION, MUST BE PRESERVED. 5. IMPROVEMENTS MADE WITHIN THE PUBLIC RIGHT -OF -WAY SHALL BE PERFORMED BY A LICENSED AND BONDED RIGHT -OF -WAY CONTRACTOR. 6. PAVING SHALL NOT START UNTIL A GEOTECHNICAL REPORT AND PAVEMENT DESIGN HAVE BEEN APPROVED BY THE TOWN OF VAIL'S ENGINEERING DIVISION AND SUBGRADE COMPACTION TEST AND PROOF ROLLING HAVE BEEN PREFORMED AND THE RESULTS HAVE MEET WITH THE APPROVAL OF THE TOWN OF VAIL. 7. ALL WORK SHALL BE PROPERLY BACKFILLED PRIOR TO THE END OF WORKDAY, NO OPEN HOLES ARE ALLOWED OVERNIGHT. ALL WORK IS TO BE IN ACCORDANCE WITH PERMIT REQUIREMENTS AND APPLICABLE STANDARDS. 8. NO CLEATED OR TRACKED EQUIPMENT MAY WORK IN OR MOVE OVER PAVED SURFACES WITHOUT MATS. 9. MATERIAL REMOVED FROM ANY PORTION OF AN EXISTING ROADWAY PRISM MUST BE REPLACED IN LIKE KIND WITH EQUAL OR BETTER COMPACTION. NO SEGREGATION OF MATERIAL WILL BE PERMITTED. 10. PRIOR TO FINAL ACCEPTANCE, ALL DISTURBED PORTIONS OF ROADWAY RIGHT OF WAY SHALL BE CLEANED UP AND RESTORED TO THEIR ORIGINAL CONDITION, SUBJECT TO TOWN OF VAIL APPROVAL. 11. GRASS PAVE SUBGRADE /BASE SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER. 12. FOR ADDITIONAL NOTES, RE: SHEET C1. 1 1 Y NOTIFICATI -R OF COLOR4 w what's below. Call before you CALL 811 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Z" W m w cD w 00 Z 0° Q _ o 0 ° S z w O 0 G 0 o Z z i- J ° °U DC Z) < z Q z w < o 2 U o Z U Q F- C Z G D O w ° w = N H 01 N Z � a rn � z Ln a N W LLI 0 Uj D (n SEE GENERAL NOTE 17 - Z O w Q J 00 Q 0 0 U) 0� 0� Q > O � W 0 0 Q M LLJ _j Q- J �e D Q -j Q 0 W O r D 7) J J ° :2 :2 z 0 0 O 0 0 0 I O_ � �_ o o > i cr (1) w Li z N z 0 0 Q Ld O N z cnr °z <�w WOE w (L X ° O w w�rU J J U w Q Q d U w w w U Q 21: w Z r- J Z Z 0 °z O :2 >- >- : aT,:J\ O ~ O v) Z r- J w � = Q w O g M m Z 8d ELio U =� o z (n O zaw<ccn O oWOw� _ o LJ Lj Lj O U _ ��L_j wm N w O zw�0 O Q c?CL�Ow Lu" U °Q<� LLJ Sheet Number: C401 w 0 n, n z Q n 0 0 J w � z 0 Q � z Q J M Q- > 0 Q V) U) F__ r-) U� m Q C^ V I Q 0 0 Liz W nt 0 1 0 W N c r- 0 00 O Q .. ° z cf) o Q � 0 0 LJ J Q 0 o z 0 Q J CL� n n Approved by the \ \ \ \ \ LOT I \ \ \ \ Design Review Board VAIL TOWN OF VAIL By Joe Batcheller at 2:03 pm, May 08, 2014 \ Alt \ \ \ - - / \ v 400\ W \ _ O - -- - \ E - - -- �` 1 iC�I -E - -- I I YE - - - -- ry - - - - -- Tv -- -- - -E - -- E - - - -E E-- -- -E-- - - -E -- LLJ �\ W / I N FUTURE DRIVEWAY _ T I, \ 'I C T - - -- -- w- T- - -�N -- T �N -- T - -_W -- -w- - -- T- - - ---T \ T- / _ __ __ __ ___ - -- -w-- -w - - - -- w----- ��v - -- - -- T - -- - -- T - - --- T -- T - - - - -- _ � - - --�N -- -- W- - - - -�N -_N- _N - -= -W HIV -- -- W- I-- - -�N -- -- �N----- �V - - - -- w - - -- - -- fi- -- STA. -1 +39.69 I I I I 1 M on No _ - \ 1 I •• -- - - - -- -- I - - - - -- •� -- - -I S -- -- 5- -- -�5- - O-F-FS5- ET =- I 8S.- 0 0-E _ ELEV 21 .22 - -�5- 2.00' AGGREGATEO --- S- - -t - SS----- 35 - - -- I � �5----- �5 - - -- -IBS _5S ------ �5 - - � I �s - SHOULDER -I I LA - -�S - - -- - -mss - - -- � \ o cA 0 � N PRIVATE DRIVE ENTERLINE oo \ N 12 39. 9 12 +00 BASELINE ALIGN NT ° - � _ \ N62 °_39 28 E 1 65.49 _ _ - � N � m U o END ALIGNMENT D PRIVATE D R VE o o N :352.23 -� M \ 2' CONC ETE PAN (RE: TYPICAL SEC ON N E:I781 .49 �_ L R DETAIL THIS SHEET AGGREGATE __ i )ULDE�R �\ / STA. =12 39.69 OFFSETL8.00R / \ _ STA. =1 1 +98.82 / 11+22.82 I ELEV�20.90 3ET -8.00R 8317 �cp OFFSET =8.00R _EV =13. 4 0 0. ELEV =18.30 / �\ Q0� .� � FUTURE DRI EWA A. =1 1 +7 .82 \ 0 FSET =3 .00R �\ �o E EV =1 6. 5 U4 Cil \ STA. =11 50. 2 8315 \ OFFSET 36.0 R y �� 25 OF 1 " DEEP \ \ ELE =15 95 25SF OF 18" DEEP _ D5 -9 C BLE D 0 CO -9" LE - - I RAP ( E: DETAIL) RIPRAP (RE: DETAIL / 4 I 18" FLARED 4: END SECTION INV.OUT= 8314.50 / / / / / I / / �N:292.90 / / / / / ♦ / / / / 18" FLARED / / E:743.28 / / i ��� / / / / / / / / / / ♦// END SECTION INV.OUT= 8312.20 N:269.04 E:704.48 STA. / ' / ' / L T 1 =11 +70,.8 -2 '/ /�/ '�OT 1 // // // / // / OFF�E� �.92R / / _ E'CEV =17.84 / STA. 1 50.82 OFFSET= 61.89R 8318 �// ELEV _-7.24 / 8319 ' /' /I 8325--- 325 / - - - --� � //� 1.00' 1.00, 1" .C. TYP pd d NOTE: SAWCUT OR TOOLED JOINT AT 10' O a 2' CONCRETE PAN NOT TO SCALE M/M 2009 r D 4D PLAN W W W W W W W W W W W W W W W W W W W W V W .Y W W W W W W W J• W W W W W W W W W W V V W W W W W W W W W W W W W L W V W W W W W W W W W W W W W L W W W W W W W W W W W W W W W W W W W D/2 W W W y THICKNESS = ri M FI 140S FABRIC ALENT ALONG B IN. NOMINAL STONE \- MARA OR SIZE SECTION A -A EQUIVOTTOM OF STONE (TYP.) D= DIAMETER OF PIPE RIPRAP OUTFACE AT F.E.S. NOT TO SCALE M/M 2009 PRIVATE DRIVE O� �I o s I 12 +00 12 +50 PAVING LEGEND EXISTING ASPHALT TO REMAIN PROPOSED ASPHALT (RE: TYPICAL SECTION SHEET C4.2) PROPOSED GRASS PAVERS (RE SHEET C4.5 FOR DETAILS) BASIS OF BEARING AND BENCHMARK: BASIS OF BEARING: A FOUND N0. 5 REBAR WITH 1-1/2" ALUMINUM CAP MARKED L.S. N0. 15710 AT THE SOUTHERNMOST CORNER AND A FOUND N0. 5 REBAR WITH 1 -1/2" ALUMINUM CAP MARKED L.S. N0. 16827 AT THE NORTHEAST CORNER OF ELK MEADOWS SUBDIVISION BEING N37 °10'17 "E A DISTANCE OF 462.11 FEET. BENCHMARK: HARN CONTROL POINT "SPRADDLE ". ELEVATION = 8287.82' (NAND 88). ELEVATION TRANSLATED TO LOCAL BENCHMARK SEWER MANHOLE (MH 400): RIM ELEVATION = 8309.0' INVERT (NE) = 8302.7' INVERT (SW) = 8302.3' EXISTING TOPOGRAPHY SHOWN WAS TAKEN FROM THE DESIGN SURVEY COMPLETED BY PEAK LAND CONSULTANTS DATED SEPTEMBER 10, 2013, FOR ALL NOTES, RE: SHEET C4.1. 2' AGG. 16' ASPHALT PRIVATE DRIVE 2' AGG. SHLDR. 4.0�,� 8' PRIVATE DRIVE CENTERLINE SHLDR. ALIGNMENT BASELINE \�P 2.0%, -4.0%, 4" CDOT CLASS 6 AGGREGATE SHOULDER �> o /y//� X�X! %!� ! (TYP, BOTH SIDES) 4" HOT -MIX ASPHALT PG ( 58 -28 8" CDOT CLASS BINDER, AGGREGATE GRADATION SX) 12" OVEREXCAVATED, 6 AGGREGATE MOISTURE - CONDITIONED, AND BASE COURSE RECOMPACTED SUBGRADE PRIVATE DRIVE TYPICAL SECTION N.T.S. N 20 10 0 20 40 SCALE: 1 " =20' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET CITY NOTIFICATI 1r1717') roc r rii r'kon w wha n below. Gall before you CALL 811 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. Z " m w -4 DC 00 z o Q _ Z OC w O 0 O Z z U I- J ° ° DC Z) < z Q z O w Q U p Z U Q � C z G 0 w° w� = N F- rn N Z 0 a a) 2 z LLI LU Ln a N W O W SEE GENERAL NOTE 17 U) � z O w � Q J O Q o W 0 0 Q M J LLJ J �- Q _j C� Q o W > � J J z _j _j r r +- o 0 O � 0 0 0 � I o � Q .cf) I o Li � � N z 0 QLd O r- N z cnr °z �WO� X °oWU� J J U w Q Q d U w w w U Q 211: w Z � J Z Z � � °z O z'0 6� g m m C) Lizo z z •(n 0 Z a w U� Q V7 � ono cc = z +� Lyf - W 0 U w w W W � El- m � � Q z w � O O O- 0CL °W z� W v ° Sheet Number: C402 LJ L- O z Q 0 Q O J W z U Q � z Q J C2 L-i O ) U) > ­__ 0 U� m Q Cf) 0 I-- L7 W O w I c r- O 00 O �w Q / Q .. ° z Cf) O N [- Q � U O LJ J Q O CD z I— O Q J L� L_ L:) Approved by the Cn U) J I,, LU lD `0 I� Design Review Board a� O 0 Z TOWN OF VAIL 1 E y Joe Batcheller at 2:03 pm, May 08, 2014 w 0 O Z 50 CM (19 °7 ") SPECIFICATIONS m - J_ O _j 16.7 CM ( .6 ") 25 CM 9_S "j UNIT SIZE - 50 CM X 50 CM X 2.5 CM W GRASSPAVEZ SYSTEM O e e (20" X yrlll l{ 1 ") p Z _ , . .�. �� CC}MCRETE CURB I AVAILABLE IN 9 STANDARD ROLL SIZES HYDRUGROW' MIX BELOW RING SUPP'L IEQ FREE BY MANUFACTURER Z < J � & �- GRASS EILLEE] GRASSPAVE2 O UNIT WEIGHT - 510 GRAMS (1 S OZ.) LU l0 w w 'COMPACTED SANDY GRAVEL OR 2.0 KG (4.5 POUNDS) rn N z ° CONCRETE SAKI} (CLEAN, Q a) O' ROADBASE a STRENGTH - 40 KG /CM .(5720 PSI) z SHARP SAND) N Q r'4 N 2i COLOR - BLACK (STANDARD) 1" BITUMINOUS WEARING COURSE O Q RESIN - HDPE (WITH SOME POST - CONSUMER Q =mz� I 12" BELOW BASE COURSE DEPTH I RECYCLED CONTENT) 0z 0 n ? 2 112" BITUMINOUS RINGER COURSE J 1—D - 7. E "' w ° " § zz�z 11 I I I I I I T > O CURS [DETAIL I I — l � ` �� MIL- IMPERMEABLE PLATE OR GRASSPAVE2 SQUARES m LIMNER SOD E III I w E zz I I f I µ GRASS FILLED GRASSPAVE2 UNITS U ADJACENT GR.A55P,p,V'E2 SQUARES z aJ - I � VARIES � AS PER LOADING In COMPACTED SANDY GRAVEL ROAD BASE EX5TIhG CO NCRCTE SLAB +' +` ` I 1 I ] R.EQUIREMNETS oz It SEE ENLARGEMENT BELOW _ u� m Lj O 8,3 CM (3_3 ") H'V'DRC?�iR[?W MIX BELOW RING I77 : G I II—I G 1-1 G I �� I w z wz SUPPLIED FREE BYMANUPACCURER _ O Extends 12 Beow _ � _ Ba5v Course OQ � _ ° I r, - I uM (2.4 °) A y ,' . r i RINGS FILLED 4�lITH CONCRETE SA ND (CLEAN, SHARP SAND) 0 0 LLJ III— III' I I I I I I —I e C1 � U zw wv O oQ< COMPACTED SANDY GRAVEL ROAD BASE fi mil Imp rrneable J ? 9516 MODIFIED PROCTOR DENSITY Plate or Ling I I I < - 6 INCHES TO 12 INCHES SUBGRADE, I I I I I i 2 " BELOW BASE COURSE DEPTH I � (DEPTH OF BASE COURSE TO BE OETERMINED 959b MODIFIED PROCTOR DENSITY I 5 MIL. IMPERMEABLE PLATE OR BY ON -SITE ENGINEER) I LINER COMPACTED SUBGRADE, COMPACTED SANDY GRAVEL R04C BASE EXISTING CONCRETE DETAIL I y I I III 1 I I I- I III SECTION TOP OF GRASS ROOT MASS 6 MIN (1 /4 ") ABOVE TOP OF RING NOTE: 1 III GRASSPAVE2 ATTACH WITH i SNAP -FIT FASTENER'S NOTE GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DEi1GNER CUMPACTLI7 "GRADE, 95% MQ87fFIEi31'RCl[7�IR DENSITY _ ROOT MASS TO FILL GRASSJPLANT TYPES SHALL BE SK01 =1E0 BY A LANDS(.APL ARCRTTTCT OR + O GRASSPAVEZ LANDSCAPE r1E51G1'IER , ` COMPACTED SANDY GRAVEL ENLARGEMENT BASE COURSE NOTE- GRASS /PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER. GRASSPAVE2 AT CONCRETE EDGE 1 CHOOSE T145 PRODUCT FOR TURF REINFORCEMENT 1 OF 1 NrJl� T6 SCALE 1 644 Jackson St. Suite 314 GRASSPAVEZ AT ASPHALT EDGE 1 CffOUSE THIS PROPU{.T FOR REINFORCING GRASS PARK INC SURFACES : wsible 51 Golwadri 844W)1 800-233-1510 1]R 303 - 233 -6383 TYPICAL GRASSPAVE2 DETAIL StruCLures, Inc. 1 Nr]7TOSGALE 1 600 Jackson St., SUITE 310 1241CONCI r ag FAX: 800 -233 -1522 CSR 303- 233 -8282 nnv. 08 -2&04 CHOOSE TF95 PRI)ULK7 FUR RrINF011C1N6 GRASS WFAR1N6 SuArACES 1 OF 1 Invisible GDLDEN, COLORADO 80401 SFTuctures, Inc_ 900-233-1510 OR 303 - 233 -8383 NOT TO5C3aLE 1504 Jackson St, Sta. 310 GP2A.s�AI1NoDrwnRd-dw� FAK 800-233-1522 OR 343 - 233 -8282 Invisible GOLDEN, COLMDO 84401 www.i-nvl-§blestTur-tures.com It44 -233 -1514 OR 34:1433 -8383 Rev. 08/€14 Structures. Inc, FAX. 500 -233-15 22 OR 303 - 233 -8282 %VV _InuisIiAp %rurture5X0r" UPOET [I VG rev- t 6 /OS r f.,R455P[cVE FItL�1FIE CRASSPAVE PIR�J4111E ") 50 CM (14.7 SPECIFICATIONS STI?�IIKa TAPE CONTAIN_, OTIIER PRRCA__ST CONERL CA BRICK PAVER 1 �,i CM (6.6 "� � 5 'CM ��.$ "'� LIN T SIZE - 50 CM X 50 CM X 2.5 CM GRAVEL NON SHRINK {BCD" H 215" 7f 1 "j M{dt1AR� raNel>�rE AVAILABLE IN R STANDARD ROLL SITES ET E_ C 'n I}i GIi °° RgI,N�p Cf,9i3lL'S M I UNIT WEIGHT - 510 GRAMS (18 OZ,) cc z LaA.L PA I'fl CAF OR 2 -4 KG (4 -5 POUNDS) TRAY SNAPS PAVE e STRENGTH - 402 KG /CM (5720 PSI) cAP Rar HEER S , , COLOR - BLACK (STANDARD) Y o ' RESIN - 100% POST - CONSUMER RECYCLED HDPE /LDPE � PLANJ Q. GRASSPAVEZ ¢ . � GRAS5FAVE r E GRAVEL GRASSPAVE FR6ANE R0,4rE + s AF j f TRIM INDIVIDUAL RINGS TO DRIPIRRIGATION LINE, BYOTIIERS, WITH IORIPLINE EVERY 12 INCH (30,5 CM) MAIXIMUMAT 0.6 GPH I I Y� I. ': °'^ �; ='r4 �.; s g I CONFORM TO IRRIGATION HEAD CONTIDUR 2,27 LPH s . 51HRUB MASS - riF r -RDU ffIVFR - •�~ w -- I CUT AND REMOVE RINGS AND BRIE} 12 INCHES (30.5 Cho) , R [p PONCR1:TE I 1 TO ACCOMOIDATE IRRIGATION HEAD, PLANVIEW TURF GRASS a +,: , � Y V;. WIS.I1EfGHT E Y VARIES r i y, 0.'� + . -, � i 1 VARIES SIZE VARIES IRRIGATION HEAP 4YJCOVER PLATE GRASSPAVE2 WITH SAND INFILL ti �' • ' �'• p I c0mPAMDSANDY 1 I I i HYDROGROIAI MIX BELOW RINGS ONLY, 19RAVELkDA08I CI�RBw[Ofx'3Li.°rE I j I SUPPLJED FREE BY MANUFACTURER DRIPIRRIGATION LINE, BYOTHERS. PLACED BEFORE LAST 3INCHES (7.6 CM) OF BASE COURSE OOv LU FlREhN � _' _ I Q CONCRETE SAND (CLEAN, SHARP SAND) � COMPACTED SANDY G L RAVE UNDFR II4Lw CRASSPAVE2 ONLY $,FFAi ug6hT C � O 4 O O O — a I.AWSCA'E TAPER 13ASETO SUPPORT �30, I RJPPING STPSET uPiriur _— �I EDGE OrGRASSPAVE2 SQUARE CP g 0 0 ° ° 9u o a RXII-ARA-LIpRT FIXTIAIE l 1 I —III —I —I ! —I I i— COMPACTED SUBGRADE; 9546 MODIFIED PROCTOR DENSITY 6" -12" COMPACTED SANDY - GRAVEL BASE COURSE, I I C 1 111 I I I G I I 111 1 i 11 l l SECTION CONSULT SOILS ENGINEER, PLACED IN 3 TO 6INCH III I I —I LIFFS II�1- FIRE' ANE W%- TRFATME'NTAa€Ois ., s _ CO {; MPACMD SANDY +..t• t i GRAVEL ROADE sE EXCAVATE COMPACTED SUBGRADE - - - COMPACTED SUBSOIL V — � ' : . � ' `� � � +'.Y ' ` : AS REQUIRED TO PERMIT IRRIGATION MEAD INSTALLATION SEN NQZZ: THIS DETAIL IS SCHEMATIC IN N!II r1E59MR SHALL SPEM SPAC,WG 00 DESIGN OF EDGE (NOTE; GRASS /PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR TREATkIOM, %ACING WILL VARYWITH TLIV rME, SLCK, FIRE EIEPARTMWT REQL REMEHTS, €Te., f � X11 GRASSPAVE2 1 IRRIGATION H EJ"1 Ll LANDSCAPE DESIGNER, CHOOSE TMS PRODUCT FOR REWFORU,T4G IRRIGATION HEADS NOT TO SCALE 1� CC [3 [ 1^ F^Lp Gt} I as Jpave 2 1 I I e I a 1 1'4.,, De La I I 1 9 fi40 Jackson Si, St1riE 310 Invisible GOLDEN. CO 8 0401 Structures, Inc. &d g }a 15 kC 4T }J} 233 Li} ?: P.U. 39# 2:13 E °,ru.1�eEMSlvu:ivsmom y'�� �y III TO SCALE Use this detail for delineating a G @2 flrel?ne � L� � NCITTOSCALE GRASSPAVE2 WITH DRIP' IRRIGATION rt {pirrind.d%wg Invisible 1 600 Jackson Street, Suite 310 Structures, Inc. SLIELSSURFACE DRIP IIWAT v'IV• _.Y[TEha FOR GRASSPAVE2 Ie17g J..".n 51- -SLATE 3 T D 1 l}F I Invisible C Invisi le Structures, Inc. Golden, CO 80401 &OLD€N, COLD 80408 GP2IAnplrrrgabon.DWG ., ;I I , "1.Ifi,n sr ,ao > < n dni ! neae 6P�F�r,zlane05.TfwiT 800 -233 -1510 OR 303 -373 -1234 '. , "! trb.:..•.,.,..., FAX: 303`373 -1223 uvwvw.I nvlsl blestru ct u re s. corn rev. 63/05 Z" W Cn U) J I,, LU lD `0 I� z a� O 0 Z G G w 0 O Z lD z O m - J_ O _j W Qxzm � O w Q U p Z U Q tz Q Z < J O LU l0 w w LU N H D rn N z ° Q a) J 2 z z N Q r'4 N 2i LLI LLI O L LLI U) U) SEE GENERAL NOTE 17 — C) Z O Q U) J O O (n O w Lu > W � 0 U m - J_ C/) _j W Qxzm � V Sheet Number: C4.5 nrzz < w zzoz Qxzm � w x cD 0 un wwru, Q 2- Q J J w �waw w w z Z Q D LJL J U z J z z � °z O Q Q =mz� 0z 0 n ? r— J E "' w ° " § zz�z T > O g M m z 8d I E w E zz U _ �. � , z C) In O zaE:< Q) oz It _ u� m Lj O U w z wz _ O wmm zLw�o OQ 0 0 LLJ U zw wv O oQ< �0�z Sheet Number: C4.5 11 11 LANDSCAPE KEY: Approved by t Desi view Board ° DENOTES NEW EVERGREEN TREE SOWN OF UAIL � y Joe Batcheller : 3 pm, May 08, 2 DENOTES EVERGREEN TREE X'-X" TO REMAIN DENOTES DECIDUOUS TREE TO REMAIN DENOTES NEW DECIDUOUS TREE r N � U Q N U DENOTES TREES TO BE REMOVED PER --- '- ��� - -- PROPOSED IMPROVEMENTS DENOTES NEW 5 GALLON SHRUBS W V Y Y W W DENOTES GROUND COVER u W W W W W C C a d% LO LO N 0 8, -0" 0 ��55 V THREE NEW SPRUCE TREES ° 10' -0" GROUND cl COVER T T T m yG mm T T T T T T �m , — — — — T A- T T T T T m� — T m T T — T A- i� — — 101_01. T T- T m A A- T A- T THREE NEW 2.5" CALIPER ASPEN r G T T T T m T T T T T T T T TREES '� T T T T Z � \ o C \4 \ \ o O W W W EA IGHT W EAVE HEIGHT \ \ I o a W5 6v 83511 5 1/4w W W EL: 8089' -10 5/8" EW LOT 1 \ i LLI J LLI W W y W RESIDENCE / \�/ \\ A v v v v CUSTOM `\ I \\ // EAVE HEIGHT I L EL: 8352' -9 1/2" - - _ _ _ _ _ 9 �9 111 LLI \ � / // /� / I \ \\ 3•.12 "' ISSUED FOR: DATE: / rP G SCHEMATIC DESIGN 1.16.14 TOV CONCEPTUAL 2.24.14 col m DESIGN DEVELOPMENT 4.1.14 \, TOV FINAL DRB REVIEW 4.14.14 MOB �9 a 2014 MICHAEL SUMAN RCHITECT, ALL RIGHTS RESERVED. LLC. SCALE: 1 " = 5'-0" NEW BOULDER RETAINING \ I DRAWN: PROJECT #: 1401 / SHEET TITLE: LANDSCAPE PLAN Iju I I p-p roved by A' Design Revie w w Boar VAIL By Joe Batcheller at 2:03 2014 0 p y 0 1 4 , \ I, � �` Lf R / � O/N U�I\ N N 1 I k V /\ � / � �\ Y� E R E E E W 2.5 ' / \ � ' \ 1 ✓ \ - � ' ;�I \\ THREE NEW 2.5H " - � / �� Q ^ � / CALIPER ASPEN ry ALIPE EN 1 / \ , , � , s / \ TREES _ TEES �\ \ R Lo NO CID ! 1 �-V \► \ �l �' \ \ 1 3' m 1 \ iT ce ,/ m \ \ - + �/r — — - -Tyl 74-L ' � I ''� ; \ , c / �JG= 7S 5;1 I � >1 n % � � 41 41 41 3 c- 0 ch f T T T T T T T T T ( \ l \ \ T T T T �� ( , y W > TTTT T T T T T T T T T mm 4' G DUN a T a a n n n r T \ W W F7 m w m w m m \ T 4' T T 4' T W LLI pI � N I'M \ r \ — CD m T T T T T T T T T CONCRETE (NO HEAT) LOT 3 LANDSCAPE PLAN W . SCALE: 1= 5' -0'1 ISSUED FOR: DAv : TE SCHEMATIC DESIGN 1.16.14 LANDSCAPE KEY: TOV CONCEPTUAL 224.14 DESIGN DEVELOPMENT 4.1.14 TOV FINAL DRB REVIEW 4.14.14 DENOTES NEW EVERGREEN TREE DENOTES EVERGREEN TREE X' X" TO REMAIN DENOTES DECIDUOUS TREE RCHITECT,LLC . ©M TO REMAIN DENOTES NEW DECIDUOUS TREE ALL RIGHTS RESERVED. SCALE: 5M " DRAWN: DENOTES TREES TO B E REMOVED PER PROJECT # 1401 SHEET TITLE: LANDSCAPE PLAN - - PROPOSED IMPROVEMENTS DENOTES NEW 5 GALLON SHRUBS DENOTES GROUND COVER Is I Approved by the 01! -, Design Review Board TOWN OF VAIL l By Joe Batcheller at 2:03 pm, May 08, 2014 � 15 •85 f� � SQ, \ 91 " GRF - b � \ \V 9 ZHREE \\ \\ MP.�HRO F - I 215 Q SjER \ \ MP SE1 \ KITCHEN RpOM zoa BREAKFAST �� �� AREA E Q \ 212 o \ Y gPSH E 1 V vR ST�211 zo H PUS GARAGEdR�G� \ o A \RbOM • \ OOM L1 MPSjEOM gEO � 217 � � \ k7 2'6 2,456 SQ. FT. S � w 2,407 SQ. FT. GRFA �� �v No ROOM - \ + N a U LIVING DECK GRFA MEGH RooM \ w 90 \ G jOSEj "o LL — 2os LIVING ROOM OEa ��� — MND ROOM / ® ® sn P,000 01 PW oM RO 0 2oa < ° ,o o 6PW0 _; D ,, - 109 GA OSEl ., Q--------------- - - - - -- " r LOT 1 RESIDENCE GRFA CALCULATIONS: LOWER LEVEL 2,456 SQ. FT. 2 PROPOSED UPPER LEVEL GRFA UPPER LEVEL PROPOSED SUBTOTAL 2,407 SQ. FT. 4,863 SQ. FT. .� PROPOSED LOWER LEVEL GRFA �11SCALE: — 1 /8 11 — 1-011 GRFA ABOVE 16' -0" 194 SQ. FT. — A2.10 SCALE: 1/8" — 1 1 -0 1' GARAGE CREDIT (600) SQ. FT. BASEMENT CREDIT 40 %) (982) SQ. FT. ZO TOTAL PROPOSED GRFA 3,475 SQ. FT. — H ALLOWABLE GRFA 3,520 SQ. FT. F O D � m a oc � U) O H � 3 v O o � W 9 .jWW W ISSUED FOR: DATE: TOV CONCEPTUAL 224.14 DESIGN DEVELOPMENT 4.1.14 TOV FINAL DRB REVIEW 4.14.14 ©2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DRAWN: PROJECT A- 1401 SHEET TITLE: GRFA CALCS A2,r I Q Approved by the Design Review Board TO (�1f By Joe Batcheller at 2:03 pm, May 08, 2014 3, 17 1 16 ,5 P4• 2 "10' N 5 4 3 \ \ � �v a 23' -8" 10' " q N J LOT 1 BUILDING ENVELOPE LINE s , � / LOT 1 SETBACK LINE P412 \ \ N - � E 3 -5 /z 1 A4114 4 5/ P PAN1R OEPODF N P Po A 1 RZMP P \ 4 � E � YE\S R �F \ EP �, Pj I I } • EXPOSED STEEL �Ow GONG U, COLUMN - PAINTED R " 1' - 10/a' FINISH 2' I 18' -0" Y6' a" BEDROOM P31� I I w U 10 / ONE • 5.11 116 0 3 I \ 105 S I• A x \ \ . .1o1a. .. .7. \ P I A4,15 •. ,. � FR M 0 \ y ELECTRIC METER A6.11 180 x 90 52 00RECESSED 6 6 10 12 4 IN FIN WALL rn \ ONE / \ \ ° I I 10 4 / ° N \ i S PROOF • S v 0 • I v, � �, -- � \ FRO \B N \ NOSE6 \\ 114 \ EXPOSED STEEL COLUMN - PAINTED I I \ BP��. ON 6 6 5 -1`/4 \w f Co- '= FINISH IAS METER ° \ 112 5`/z b , 6 \ I • I DECK LINE ABOVE A3.12 6' -9 %a" GARAGE 101 \ \�(�R�`G\ \ \ S\R000 103 \ NPR` 3`/2 2"5 �r N OOM SEDR 0 �� I N Z I &C \ \ p3 6 \ \ \ \ 1 13 g -8/2 11 1 111 I • OS g \B N \ \ 6 x\ 2 \ \ \ 10a 1 2 \ 6 10a b 3 \ • �o_Iw� v/ ° x �6 6 O N �„ 3/2 \ • I m a 1pg w O cc O I • � 10 N \ . 3/2 5 2 � y � � � jR\G ` e EEG P p,N 106 X - CH ROOM �PUNDR ROOM \ 2"� � , SEA • - % N O - - 2'� ,� 3 x cA D \ ®F -= GARAGE LEVEL FFE: 8321' -11" F' \ \`N 6 -� N' 26 x I $ W > a J W LLI a o e BOILER FLUES TO CARRY D 1/ ;. = BP�N 109 ° j� 26 �6 10g x N - a: 11Z URR\ GWRE , F W HE 1 S \ON / .. 8, / , 1/2 TO AND THRU CHIMNEY CAP ABOVE \�5�� ;,= �\�� ' %" . 6 �p N �' \NSU�NS \ONED ���✓ D \M •' 00 . °� ae a gEN " G 11 00 • • d. :. , 0 m d < a... N \GN EFF\ g� R Nom'- a �% ZX4 FURR�N @ '3 A • 3Y2 — • . • • _ • -mum ER NEPIRR \N ONC W P�� • • / 1 Gomm ED -mum • -• / 15.00° 1 ISSUED FOR: DATE: / TOV CONCEPTUAL 2.24.14 DESIGN DEVELOPMENT 4.1.14 i TOV FINAL DRB REVIEW 4.14.14 � LOWER LEVEL PLAN A2.11 SCALE: 1/4" = 1' -0" FLOOR AREA CALCULATIONS: LOWER LEVEL 1,734 SQ. FT. UPPER LEVEL 2,407 SQ. FT. LIVABLE AREA 4,141 SQ. FT. GARAGE AREA 722 SQ. FT. RCHITECT, LLC. "J ALL RIGHHS RESERVED. SCALE: 114 " = Y -0" DRAWN: GENERAL NOTES: 1. PLAN ELEVATIONS REFERENCE ACTUAL SURVEY ELEVATIONS 2. GRID LINES ARE CENTERLINE OF 5Y2' WALL PROJECT #: 1401 UNLESS OTHERWISE DIMENSIONED SHEET TITLE: FLOOR PLAN 3. DIMENSIONED WALL OPENINGS ARE NOMINAL DIMS. U.O.N. COORDINATE INTERMEDIATE POST DIMS. WITH WINDOW MANUFACTURER ROUGH OPENING DIMENSIONS. 4. SMOKE DETECTORS TO BE INTERCONNECTED PER IRC CODE 5. CARBON MONOXIDE DETECTORS TO BE INSTALLED PER IRC R315 A2m I I O Approved by the Design Review Board TOWN Of VA I L By Joe Batcheller at 2:03 pm, May 08, 2014 11''3 1 6, 5`/2 5` z 1 5 4 3 �v E 23' -8" A' 2 0' / " ±, ° � N 3t �' L LOT 1 BUILDING ENVELOPE LINE 3" • LOT 1 SETBACK LINE \ F412 \ \ N � • o E • • I 1 1 / 5`/2 5`/ 3 -0 \N A4,14 i \ ROOF ARP \ F \ U= I E ' I � 6 51„ `EPDER�VP / W PsNERI 215b w I b cr •� C] • 5' 2' • 5Yz" g„ \ �RPCK .� ,Za x 16 u7 • I 12 4' -0" 13' -1" 5' -0" \ 5Y2' \ � � \ \ \ \\ \ S p, M S\HO W ER / N - P �1 � co C) N U A5.11 \ 10 A5.11 \ GN Ln o� 10 A5.11 SIM. �O o D.W. BELOW 1 A511 o — — — — — — — — — — — — - — — — — — — \ w .... A4,15 .................. ............... KITC04HEN . - / T / 213b - 6 6 N- dm BREAKFAST �Y2 $"6 1212 - AREA w \ I • • I O� • 203 5` /z 3�/2 N N , •� ® \ \ 215a \\ / �' = I I = / b \ \HENS 26 x 16 _ I o x o; EN jo �HRE OP 212 E 2 \ 6 1 , 2 6 / EXPOSED STEEL COLUMN - PAINTED I I / ,, 1' -0" ISLAND SITTING 202 e I U .��`��`( �pW 6 8E N \ 213a 2 x 1 O / \ N f FINISH - TYP. I 5 -9 /a 2 x -`, 202 6 3 x 1 �� � I • Lj N / � N 1 6 2 A3.12 ,l —0 1 BBQ S� PAR NP�� A' -1`/2 211 • IA STUB GAS FOR BBQ DN / U, 5`/2 N 3 -3` /z ° \ 2 -6 5i2 S��R M DROOM BE s�ER I I b MP DEC 211 Z O Vi 19 R @ 1„ A- \ 216 G \k @ ABI @ PER\ E VP g3g3 -5' FFE' \ Z 210 N \ OBI SEER , 216b MP g333 -3 C G m Q IY / 6 N 1212 '/'76 12 o x I I cn O J C? LIVING DECK 205 o06 14 X 9 0 `"�,� w 24 a N O O LIVING DECK ROOM � � N \ 26 x 16 DR \ pEN ' / STONE WALL CAP 494, FFE: 8333' -3" f_./ 206 ROOM 201 \ ` �, P oOM 'Poo 210 I FLUSH WITH DECKING 12 j \, O A5.11 6i2 � W W BOILER FLUES FROM _N GAS F..P. BELOW TO CARRY THRU 3 -5 /a OSE� O Z CAP ABOVE ' 0. 12 -p • Minimum . / 5` /z Mon ' ' L PAINTED METAL _6K j STONE WALL CAP FLUSH WITH DECKING • ' .. • ROOF DRAIN LEADER -TYP. • / N, ME�p,` pp \N�E� �Rp \N ' ROOF j • / ' "� /2 3�/2 op • ' „ �2 uj 7' -8Y2' 4' -8" 1 ' -8" 8' -6Y2 �T /2 .. / / • ` 5Y2' � "Room • / ' � 5` /ti 0 / LOW CAP AT STONE VENEER -TYP. 15.00° 1 / r ISSUED FOR: DATE: TOV CONCEPTUAL 224.14 DESIGN DEVELOPMENT 4.1.14 TOV FINAL DRB REVIEW 4.14.14 UPPER LEVEL PLAN �12SCALE: 1/4" = V -0" FLOOR AREA CALCULATIONS: LOWER LEVEL 1,734 SQ. FT. UPPER LEVEL 2,407 SQ. FT. LIVABLE AREA 4,141 SQ. FT. GARAGE AREA 722 SQ. FT. RCHITECT, LLC. "J ALL RIGHHS RESERVED. SCALE: 114 " = Y -0" DRAWN: GENERAL NOTES: 1. PLAN ELEVATIONS REFERENCE ACTUAL SURVEY ELEVATIONS 2. GRID LINES ARE CENTERLINE OF 5Y2' WALL PROJECT #: 1401 UNLESS OTHERWISE DIMENSIONED SHEET TITLE: FLOOR PLAN 3. DIMENSIONED WALL OPENINGS ARE NOMINAL DIMS. U.O.N. COORDINATE INTERMEDIATE POST DIMS. WITH WINDOW MANUFACTURER ROUGH OPENING DIMENSIONS. 4. SMOKE DETECTORS TO BE INTERCONNECTED PER IRC CODE 5. CARBON MONOXIDE DETECTORS TO BE INSTALLED PER IRC R315 A2m 12 Approved by the 0 ' Design Review Board TOWN OF VA I L By Joe Batcheller at 2:03 pm, May 08, 2014 / I A3 1 17� -3 1 15.00° 1 P3.12 ROOF PLAN SCALE: 1/4" = l' -0" lk m H 0 J Z O_ H >_ O D � m a O y 0 3 v O o � W 9 .jWW 2 or Tr ISSUED FOR: DATE: TOV CONCEPTUAL 224.14 DESIGN DEVELOPMENT 4.1.14 TOV FINAL DRB REVIEW 4.14.14 2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DRAWN: PROJECT A- 1401 SHEET TITLE: ROOF PLAN A2.13 0 Approved by the Design Review Board 1 1 1 1 TOWN Of VAIL By Joe Batcheller at 2:03 pm, May 08, 2014 A4.11 A4.12 A4.13 A4.14 I". LOT 1 NOR H ELEVATION �11SCALE: 1/4" = l' -0" LOT 1 EAST ELEVATION SCALE: 1/4" = l' -0" UPPER LEVEL FFE: 8333' -5" LOWER LEVEL FFE: 8322' -5" GARAGE LEVEL ik FFE: 8321' -11' )SED STEEL PIPE JMN- PAINTED FINISH ff NATURAL REGIONAL DRY -STACK STONE VENEER 2❑ HORIZONTAL 1x4 WOOD T &G SIDING WITH %" SQUARE REVEAL 1EVERTICAL 1 x RECLAIMED BUTT JOINTED WOOD SIDING P1STANDING SEAM METAL ROOF - CMG PAINTED CHARCOAL GREY ❑ PAINTED METAL WALL PANEL - CMG PAINTED CHARCOAL GREY ❑ EXPOSED HEAVY TIMBER GENERAL NOTES: 1) ALL WINDOWS AND EXTERIOR DOORS CLAD WOOD 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO BE PAINTED METAL 3) DIMENSIONED WALL OPENINGS ARE NOMINAL. WINDOW REP. TO FIELD VERIFY ALL OPENINGS. 4) EXTEND FOUNDATION WATERPROOF MEMBRANE UP WALL 24" MINIMUM ABOVE GRADE 5) EXTERIOR LOUVERS /VENTS TO BE PAINTED TO MATCH ADJACENT FINISH 6) ALL VENT STACKS TO BE PAINTED TO MATCH ROOF COLOR lk m H J Z ch O H >_ O D 3:0 m a 0 cc U) O 3 v O W 14 > 2 .jWW 2 r ISSUED FOR: DATE: TOV CONCEPTUAL 2.24.14 DESIGN DEVELOPMENT 4.1.14 TOV FINAL DRB REVIEW 4.14.14 G. 2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 1/4 "= Y -0" DRAWN: PROJECT #: 1401 SHEET TITLE: ELEVATIONS A3.11 Approved by the Design Review Board 1 1 1 1 TOWN OF VA I L By Joe Batcheller at 2:03 pm, May 08, 2014 A4.14 A4.13 A4.12 A4.11 E COLUj UPPER LEVEL FFE: 8333' -5" LOWER LEVEL FFE: 8322' -5" GARAGE LEVEL FFE: 8321' -11" EXISTING GRADE LINE i �12SCALE: 1/4" = l' -0" UPPER LEVEL FIFE: 8333' -5" LOWER LEVEL FFE: 22 ' -5" 83 GARAGE LEVEL FFE: 8321' -11" NATURAL REGIONAL DRY -STACK STONE VENEER 2❑ HORIZONTAL 1x4 WOOD T &G SIDING WITH %" SQUARE REVEAL 1EVERTICAL 1 x RECLAIMED BUTT JOINTED WOOD SIDING P1STANDING SEAM METAL ROOF - CMG PAINTED CHARCOAL GREY ❑ PAINTED METAL WALL PANEL - CMG PAINTED CHARCOAL GREY ING 161 EXPOSED HEAVY TIMBER GENERAL NOTES: 1) ALL WINDOWS AND EXTERIOR DOORS CLAD WOOD 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO BE PAINTED METAL 3) DIMENSIONED WALL OPENINGS ARE NOMINAL. WINDOW REP. TO FIELD VERIFY ALL OPENINGS. 4) EXTEND FOUNDATION WATERPROOF MEMBRANE UP WALL 24" MINIMUM ABOVE GRADE 5) EXTERIOR LOUVERS /VENTS TO BE PAINTED TO MATCH ADJACENT FINISH 6) ALL VENT STACKS TO BE PAINTED TO MATCH ROOF COLOR lk m H J 0 ch y > O D m a 0 cc U) O 3 v O W 14 9 2 .jWW 2 kmL or ISSUED FOR: DATE: LOT 1 SOUTH ELEVATION A3.12 SCALE: 1/4" = l' -0" L L �12SCALE: 1/4" = l' -0" UPPER LEVEL FIFE: 8333' -5" LOWER LEVEL FFE: 22 ' -5" 83 GARAGE LEVEL FFE: 8321' -11" NATURAL REGIONAL DRY -STACK STONE VENEER 2❑ HORIZONTAL 1x4 WOOD T &G SIDING WITH %" SQUARE REVEAL 1EVERTICAL 1 x RECLAIMED BUTT JOINTED WOOD SIDING P1STANDING SEAM METAL ROOF - CMG PAINTED CHARCOAL GREY ❑ PAINTED METAL WALL PANEL - CMG PAINTED CHARCOAL GREY ING 161 EXPOSED HEAVY TIMBER GENERAL NOTES: 1) ALL WINDOWS AND EXTERIOR DOORS CLAD WOOD 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO BE PAINTED METAL 3) DIMENSIONED WALL OPENINGS ARE NOMINAL. WINDOW REP. TO FIELD VERIFY ALL OPENINGS. 4) EXTEND FOUNDATION WATERPROOF MEMBRANE UP WALL 24" MINIMUM ABOVE GRADE 5) EXTERIOR LOUVERS /VENTS TO BE PAINTED TO MATCH ADJACENT FINISH 6) ALL VENT STACKS TO BE PAINTED TO MATCH ROOF COLOR lk m H J 0 ch y > O D m a 0 cc U) O 3 v O W 14 9 2 .jWW 2 kmL or ISSUED FOR: DATE: TOV CONCEPTUAL 224.14 DESIGN DEVELOPMENT 4.1.14 TOV FINAL DRB REVIEW 4.14.14 G. 2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 1/4 "= Y -0" DRAWN. PROJECT #. 1401 SHEET TITLE: ELEVATIONS A3.12 Approved by the 0 ' Design Review Board TOWN OF CIA 1 L By Joe Batcheller at 2:03 pm, May 08, 2014 I". SCALE: 1/4" = V -0" LOT 1 EAST ELEVATION SCALE: 1/4" = V -0" UPPER LEVEL FFE: 8333' -5" UAKAUL LLVLL FFE: 'IV WALL AREA CALCULATIONS LOWER LEVEL: SOUTH ELEVATION 780 SQ. FT. WEST ELEVATION 340 SQ. FT. NORTH ELEVATION 679 SQ. FT. EAST ELEVATION 384 SQ. FT. TOTAL WALL AREA 2,183 SQ. FT. WALL AREA CALCULATIONS SUB - GRADE: SOUTH ELEVATION 690 SQ. FT. WEST ELEVATION 60 SQ. FT. NORTH ELEVATION 19 SQ. FT. EAST ELEVATION 119 SQ. FT. TOTAL WALL AREA SUB -GRADE 888 SQ. FT. BASEMENT CREDIT PERCENTAGE BEDROOM WALL BEYOND 41.0% 46 SQ. FT. WALL AREA 0 SQ. FT. BELOW GRADE h m Imm J Z ch O CID O D m a cc y O NINA 3 v O MEN ® J W 9 uj 2 W LIM r ISSUED FOR: DATE: TOV CONCEPTUAL 224.14 DESIGN DEVELOPMENT 4.1.14 TOV FINAL REVIEW 4.14.14 G. 2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 1/4 "= 1' -0" DRAWN. PROJECT #. 1401 SHEET TITLE: ELEVATION CALCS 3.11a Approved by the 0 ' Design Review Board TOWN Of VAIL By Joe Batcheller at 2:03 pm, May 08, 2014 GARAGE WALL STEP BEYOND 20 SQ. FT. WALL AREA 16 SQ. FT. BELOW GRADE 760 SQ. FT. WALL AREA 674 SQ. FT. BELOW GRADE LOT 1 SOUTH ELEVATION SCALE: 1/4" = l' -0" WALL AREA CALCULATIONS LOWER LEVEL: SOUTH ELEVATION 780 SQ. FT. WEST ELEVATION 340 SQ. FT. NORTH ELEVATION 679 SQ. FT. EAST ELEVATION 384 SQ. FT. TOTAL WALL AREA 2,183 SQ. FT. i r WALL AREA CALCULATIONS LOWER LEVEL: SOUTH ELEVATION 780 SQ. FT. WEST ELEVATION 340 SQ. FT. NORTH ELEVATION 679 SQ. FT. EAST ELEVATION 384 SQ. FT. TOTAL WALL AREA 2,183 SQ. FT. WALL AREA CALCULATIONS SUB - GRADE: SOUTH ELEVATION 690 SQ. FT. WEST ELEVATION 60 SQ. FT. NORTH ELEVATION 19 SQ. FT. P:AQT �zI �ZWATInl\l 1 1 a CZn FZT I V I /1L VV/ILL NICCH 0UD- l71 -UALJC 000 OU. r I . BASEMENT CREDIT PERCENTAGE UPPER LEVE FFE: 8333' -5" LOWER LEVEL � FFE: 8322 -5" GARAGE LEVEL FFE: 8321' -11" lk m H J 0 ch > O D m a U) O 3 v O - W 9 LuWW 2 Lm r ISSUED FOR: DATE: TOV CONCEPTUAL 2.24.14 DESIGN DEVELOPMENT 4.1.14 ENTRY TOV FINAL REVIEW 4.14.14 UPPER LEVEL WALL BEYOND FFE: 8333' -5" 11 44 SQ. FT. WALL AREA 0 SQ. FT. BELOW GRADE LOWER LEVEL FFE: 8322'-5" G. 2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 1/4 "= 1' -0" DRAWN. _OLGARAGE LEVEL PROJECT #: 1401 FFE: 8321' -11" SHEET TITLE: ELEVATIONS LOT 1 WEST ELEVATION SCALE: 1/4" = 1' -0" 3.12a I I Approved by the Design Review Board TOWN OF VAIL I By Joe Batcheller at 2 :03 pm, May 08, 2014 GENERAL ASSEMPLY NOTES: ROOF CEILING ASSEMBLY • STANDING SEAM METAL ROOF PANELS • W.R. GRACE ULTRA HIGH TEMP ROOF MEMBRANE OR EQUAL • STRUCTURAL PLYWOOD SHEATHING OVER (RE: STRUCTURAL) • 14" ROOF JOISTS UNLESS NOTED OTHERWISE (RE: STRUCTURAL) • 2" SPRAY FOAM INSULATION AT BOTTOM SIDE OF SHEATHING-R-13 MIN. • 12" BLOWN -IN CELLULOSE INSULATION IN CAVITY-R-45.6 MIN. (R -58.6 TOTAL) • 2 MIL SMART MEMBRAIN VAPOR RETARDER • 1 x6 T &G DECKING OR DRYWALL PER REFLECTED CEILING PLANS FLOOR CEILING ASSEMBLY • SEE PLANS FOR FINISH • 1 2' GYP -CRETE WITH RADIANT HEAT LOOPS OVER Y4' PLYWOOD DECKING OVER • STRUCTURAL MEMBERS(RE: STRUCTURAL) • BLOWN -IN CELLULOSE INSULATION AT JOIST CAVITIES-R-38 MIN. • SEE RCP'S FOR CEILING FINISH SLAB ON GRADE ASSEMBLY • SEE PLANS FOR FINISH • STRUCTURAL CONCRETE SLAB WITH • HYDRONIC HEAT TUBING OVER • RIGID INSULATION-R-10 MIN. OVER • 10 MIL POLYETHYLENE VAPOR DIFFUSION RETARDER OVER • 4" GRAVEL BALLAST FRAMED EXTERIOR WALLS • 1" BLOWN -IN FOAM INSULATION _R -6.5 MIN. • 4.5" BLOWN -IN CELLULOSE INSULATION _R -17 MIN. (R -23.5 TOTAL) FOUNDATION WALLS • DRAIN AND DRY BOARD BY MAR- FLEX_R -10 OVER • HOT -FLUID APPLIED WATERPROOFING OVER • CONCRETE FOUNDATION WALL (RE: STRUCTURAL) • 2x FURRING AND INSULATION PER PLAN ON INTERIOR-R-5 MINIMUM FRAMED INTERIOR PARTITION WALLS • BLOWN -IN CELLULOSE INSULATION CONDITIONED CRAWLSPACE WALLS • CONTINUOUS DRAIN AND DRY BOARD BY MAR-FLEX-R-10 AT EXTERIOR • CONTINUOUS R -5 RIGID INSULATION AT INTERIOR FACE OF WALLS UPPER LEVEL Y FFE: 8333' -5" jk LOWER LEVEL -7 FFE: 8322' -5" _� GARAGE LEVEL FFE: 8321' -11" • — — — — — BUILDING HEIGHT LIMIT LINE • — — — — — — — — — — — — — — — — — — — — — — — — I • BUILDING ENVELOPE I I LINE - TYPICAL I I I I EXPOSED HEAVY TIMBER EAVE MEMBERS SISTERED • ON TO ROOF RAFTERS - TYPICAL • RE: STRUCTURE i i MASTER MASTER I BATHROOM BEDROOM I • 215 216 II EXTEND WATERPROOFING 24" MIN. ABOVE GRADE - TYP. Ir. R(llH Mr-P Dr- TAIKIIK]r' i i --1 °l FILTER FABRIC AROUND a I OJ COURSE GRAVEL CONCRETE SLAB ON GRADE ON AROUND 4" PERFORATED I 4 10 MIL POLYETHYLENE VAPOR PROPOSED GRADE LINE I FOUNDATION DRAIN PIPE- . DIFFUSION RETARDER ON BEYOND DRAIN TO DAYLIGHT -TYP. • �� °'•a 2" RIGID INSULATION ON 4" GRAVEL • I I I I I I I • MASTER /FAMILY CROSS SECTION • 1 I A4.11 SCALE: 1/4" = 1' -0" I GENERAL NOTES: • SPRING HEIGHT DIMENSIONS FROM FINISH FLOOR ELEVATIONS • SEE SPECS AND DETAILS FOR ADDITIONAL WATERPROOFING INFORMATION III m H 0 J Z U) O H >_ O m a � oc U) O H 3 v O J W 9 .jWW 2 or Tr ISSUED FOR: DATE: TOV CONCEPTUAL 224.14 DESIGN DEVELOPMENT 4.1.14 TOV FINAL REVIEW 4.14.14 I1 c) ALL RIGHTS RESERVED. ARCHITECT, LLC ' SCALE: 1/4 "= 1' -0" DRAWN: PROJECT A- 1401 SHEET TITLE: SECTIONS A4.11 Approved by the Design Review Board 01? TOWN OF VA # By Joe Batcheller at 2:03 pm, May 08, 2014 GENERAL ASSEMPLY NOTES: env ROOF CEILING ASSEMBLY / b • STANDING SEAM METAL ROOF PANELS i n • W.R. GRACE ULTRA HIGH TEMP ROOF MEMBRANE OR EQUAL i • STRUCTURAL PLYWOOD SHEATHING OVER (RE: STRUCTURAL) / R s • 14" ROOF JOISTS UNLESS NOTED OTHERWISE (RE: STRUCTURAL) • 2'' SPRAY FOAM INSULATION AT BOTTOM SIDE OF SHEATHING–R-13 MIN. s` • 12" BLOWN -IN CELLULOSE INSULATION IN CAVITY–R-45.6 MIN. (R -58.6 TOTAL) I • 2 MIL SMART MEMBRAIN VAPOR RETARDER • 1 x6 T &G DECKING OR DRYWALL PER REFLECTED CEILING PLANS FLOOR CEILING ASSEMBLY • SEE PLANS FOR FINISH E • 1 2' GYP -CRETE WITH RADIANT HEAT LOOPS OVER q� • 3�q' PLYWOOD DECKING OVER • • • STRUCTURAL MEMBERS(RE: STRUCTURAL) I I • BLOWN -IN CELLULOSE INSULATION AT JOIST CAVITIES R-38 MIN. • SEE RCP'S FOR CEILING FINISH , SLAB ON GRADE ASSEMBLY I _ _ _ _ — — — — — BUILDING HEIGHT LIMIT LINE [--BUILDING ENVELOPE cc • • SEE PLANS FOR FINISH — — — — L 0 STRUCTURAL CONCRETE SLAB WITH — — — — — — — — — — _ _ — — — LINE - TYPICAL W _ _ —•— = • HYDRONIC HEAT TUBING OVER • RIGID INSULATION R -10 MIN. OVER I I • 10 MIL POLYETHYLENE VAPOR DIFFUSION RETARDER OVER • 4" GRAVEL BALLAST • FRAMED EXTERIOR WALLS 5.65 ft • 1" BLOWN -IN FOAM INSULATION _R -6.5 MIN. –_ • 4.5" BLOWN -IN CELLULOSE INSULATION _R -17 MIN. (R -23.5 TOTAL) �___ • FOUNDATION WALLS I EXPOSED HEAVY TIMBER I • DRAIN AND DRY BOARD BY MAR- FLEX_R -10 OVER EAVE MEMBERS SISTERED • HOT -FLUID APPLIED WATERPROOFING OVER ON TO ROOF RAFTERS - TYPICAL r • CONCRETE FOUNDATION WALL (RE: STRUCTURAL) RE: STRUCTURE • • 2x FURRING AND INSULATION PER PLAN ON INTERIOR–R-5 MINIMUM FRAMED INTERIOR PARTITION WALLS • • BLOWN -IN CELLULOSE INSULATION CONDITIONED CRAWLSPACE WALLS • CONTINUOUS DRAIN AND DRY BOARD BY MAR-FLEX -10 AT EXTERIOR T _R • CONTINUOUS R -5 RIGID INSULATION AT INTERIOR FACE OF WALLS - ROOF AND WALL LINES IN FOREGROUND I I BEDROOM BATH I• THREE THREE HALL DEN II I 213 212 211 2_1 0-1 Z U) I• o EXTEND WATERPROOFING I H 24" MIN. ABOVE GRADE - TYP. II ; O II � m a H UPPER LEVEL J Ilk Y FFE: 8333' -5" BOULDER RETAINING y 3 v I � WALL. RE: CIVIL O � J a • a SLOPE GRADE AWAY FROM W > I BUILDING FOR POSITIVE BEDROOM BATH ' DRAINAGE -TYP. • ONE ONE HALL I 116 114 113 � �' LAUNDRY BATH W� ROOM TWO 2X4 FURRING WITH INSULATION @ CONIC. F 107 109 WALL. RE: PLANS e. MAR -FLEX DRAIN AND DRY BOARD _�LOWERLEVEL - - - - -- - - - -- �. OVER WATERPROOFING AT 83 �Y FFE: 22' -5" - - - -- ------------ FOUNDATION WALL TO GRADE TYP. GARAGE LEVEL ------- - • FFE: 8321' -11" a_ • FILTER FABRIC AROUND COURSE GRAVEL I EXISTING GRADE LINE CONCRETE SLAB ON GRADE ON AROUND 4" PERFORATED I 10 MIL POLYETHYLENE VAPOR FOUNDATION DRAIN PIPE- . �: DIFFUSION RETARDER ON DRAIN TO DAYLIGHT -TYP. • ��•: i01 . 2" RIGID INSULATION ON 4" GRAVEL I� I I I I I ISSUED FOR: DATE: • TOV CONCEPTUAL 2.24.14 • DESIGN DEVELOPMENT 4.1.14 II TOV FINAL REVIEW 4.14.14 I• BEDROOM CROSS SECTION • I �12SCALE: 1/4" = 1' -0" GENERAL NOTES: • SPRING HEIGHT DIMENSIONS FROM FINISH FLOOR ELEVATIONS • SEE SPECS AND DETAILS FOR ADDITIONAL WATERPROOFING INFORMATION ©2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DRAWN: PROJECT A- 1401 SHEET TITLE: SECTIONS A4s 12 Approved by the Design Review Board TOWN OF VAI L By Joe Batcheller at 2 :03 pm, May 08, 2014 GENERAL ASSEMPLY NOTES: env ROOF CEILING ASSEMBLY / b • STANDING SEAM METAL ROOF PANELS i n • W.R. GRACE ULTRA HIGH TEMP ROOF MEMBRANE OR EQUAL i • STRUCTURAL PLYWOOD SHEATHING OVER (RE: STRUCTURAL) / R s • 14" ROOF JOISTS UNLESS NOTED OTHERWISE (RE: STRUCTURAL) U • 2'' SPRAY FOAM INSULATION AT BOTTOM SIDE OF SHEATHING-R-13 MIN. s` • 12" BLOWN -IN CELLULOSE INSULATION IN CAVITY-R-45.6 MIN. (R -58.6 TOTAL) • 2 MIL SMART MEMBRAIN VAPOR RETARDER • 1 x6 T &G DECKING OR DRYWALL PER REFLECTED CEILING PLANS d FLOOR CEILING ASSEMBLY • SEE PLANS FOR FINISH I I • 1 2' GYP -CRETE WITH RADIANT HEAT LOOPS OVER q� • 3�q' PLYWOOD DECKING OVER • • • STRUCTURAL MEMBERS(RE: STRUCTURAL) I i I • BLOWN -IN CELLULOSE INSULATION AT JOIST CAVITIES R -38 MIN. • SEE RCP'S FOR CEILING FINISH �7 SLAB ON GRADE ASSEMBLY w • SEE PLANS FOR FINISH I I N 0 � U • STRUCTURAL CONCRETE SLAB WITH • � � BUILDING HEIGHT LIMIT LINE w � = .� • HYDRONIC HEAT TUBING OVER • RIGID INSULATION-R-10 MIN. OVER I I on > • 10 MIL POLYETHYLENE VAPOR DIFFUSION RETARDER OVER • 4" GRAVEL BALLAST — — — _ • FRAMED EXTERIOR WALLS I [--BUILDING ENVELOPE • 1" BLOWN -IN FOAM INSULATION -6.5 MIN. _R • 4.5" BLOWN -IN CELLULOSE INSULATION _R -17 MIN. (R -23.5 TOTAL) LINE -TYPICAL FOUNDATION WALLS I I • DRAIN AND DRY BOARD BY MAR- FLEX_R -10 OVER • HOT -FLUID APPLIED WATERPROOFING OVER • CONCRETE FOUNDATION WALL (RE: STRUCTURAL) • 2x FURRING AND INSULATION PER PLAN ON INTERIOR-R-5 MINIMUM I I FRAMED INTERIOR PARTITION WALLS • • BLOWN -IN CELLULOSE INSULATION I I CONDITIONED CRAWLSPACE WALLS `` • CONTINUOUS DRAIN AND DRY BOARD BY MAR-FLEX R-10 AT EXTERIOR • CONTINUOUS R -5 RIGID INSULATION AT INTERIOR FACE OF WALLS • I EXPOSED HEAVY TIMBER EAVE MEMBERS SISTERED i ON TO ROOF RAFTERS - TYPICAL • DINING RE: STRUCTURE I OPEN TO ROOM I HALL 207 Z U) • I BEYOND o I H • EXTEND WATERPROOFING O 24" MIN. ABOVE GRADE - TYP. a I m � O UPPER LEVEL STAIR r y FFE: F333'-5" 83 _ 201 BOULDER RETAINING � � Ii • ENTRY WALL. RE: CIVIL O j D 105 MECH Q Q I ROOM SLOPE GRADE AWAY FROM W 106 i BUILDING FOR POSITIVE i DRAINAGE -TYP. W / J W W EXISTING GRADE LINE STORAGE • ROOM • I 103 I MAR -FLEX DRAIN AND DRY BOARD LOWER LEVEL OVER WATERPROOFING AT FFE: 8322' -5" FOUNDATION WALL TO GRADE -TYP. GARAGE LEVEL FFE: 8321' -11" — _ < .. a. I� FILTER FABRIC AROUND — — _ — COURSE GRAVEL — — — — — — — — — — — — — _______ CONCRETE SLAB ON GRADE ON I AROUND 4" PERFORATED — — — — — — — — — 10 MIL POLYETHYLENE VAPOR FOUNDATION DRAIN PIPE - DIFFUSION RETARDER ON DRAIN TO DAYLIGHT -TYP. • 2" RIGID INSULATION ON 4" GRAVEL I� I I I I I ISSUED FOR: DATE: • TOV CONCEPTUAL 224.14 • DESIGN DEVELOPMENT 4.1.14 II TOV FINAL REVIEW 4.14.14 I• ENTRY CROSS SECTION • I �11SCALE: 1/4" = 1' -0" GENERAL NOTES: • SPRING HEIGHT DIMENSIONS FROM FINISH FLOOR ELEVATIONS • SEE SPECS AND DETAILS FOR ADDITIONAL WATERPROOFING INFORMATION ©2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DRAWN: PROJECT A- 1401 SHEET TITLE: SECTIONS A4s 13 Approved by the I I Design Review Board TOWN OF VA I L By Joe Batcheller at 2:03 pm, May 08, 2014 GENERAL ASSEMPLY NOTES: env ROOF CEILING ASSEMBLY / b • STANDING SEAM METAL ROOF PANELS i n • W.R. GRACE ULTRA HIGH TEMP ROOF MEMBRANE OR EQUAL i • STRUCTURAL PLYWOOD SHEATHING OVER (RE: STRUCTURAL) / R s • 14" ROOF JOISTS UNLESS NOTED OTHERWISE (RE: STRUCTURAL) U • 2'' SPRAY FOAM INSULATION AT BOTTOM SIDE OF SHEATHING-R-13 MIN. s` • 12" BLOWN -IN CELLULOSE INSULATION IN CAVITY-R-45.6 MIN. (R -58.6 TOTAL) • 2 MIL SMART MEMBRAIN VAPOR RETARDER • 1 x6 T &G DECKING OR DRYWALL PER REFLECTED CEILING PLANS d FLOOR CEILING ASSEMBLY • SEE PLANS FOR FINISH i • 1 2' GYP -CRETE WITH RADIANT HEAT LOOPS OVER q� • 3�4" PLYWOOD DECKING OVER • STRUCTURAL MEMBERS(RE: STRUCTURAL) • BLOWN -IN CELLULOSE INSULATION AT JOIST CAVITIES R-38 MIN. I / / a • SEE RCP'S FOR CEILING FINISH • A4.15 SLAB ON GRADE ASSEMBLY / / cc • SEE PLANS FOR FINISH I i / N ^ 0 U • STRUCTURAL CONCRETE SLAB WITH ' PAINTED METAL PANEL W •. • HYDRONIC HEAT TUBING OVER CLADDING AT CHIMNEY CAP- j • RIGID INSULATION-R-10 MIN. OVER _ -- I ALL SIDES on • 10 MIL POLYETHYLENE VAPOR DIFFUSION RETARDER OVER ____ - BUILDING HEIGHT LIMIT LINE • 4" GRAVEL BALLAST -- '--- -_ - - -- PAINTED METAL PAN _-- FRAMED EXTERIOR WALLS - - - - I I WITH PERIMETER DRIP • 1" BLOWN -IN FOAM INSULATION _R -6.5 MIN. EDGE AT BOTTOM OF • 4.5" BLOWN -IN CELLULOSE INSULATION _R -17 MIN. (R -23.5 TOTAL) OPENING. TIE INTO • CURB WITH COUNTER WATERPROOFING FOUNDATION WALLS I FLASHING AT WALL TO ROOF • DRAIN AND DRY BOARD BY MAR- FLEX_R -10 OVER INTERSECTION -TYP. • HOT -FLUID APPLIED WATERPROOFING OVER ' • CONCRETE FOUNDATION WALL (RE: STRUCTURAL) • 2x FURRING AND INSULATION PER PLAN ON INTERIOR-R-5 MINIMUM - BUILDING ILDING ENVELOPE INS TYPICAL FRAMED INTERIOR PARTITION WALLS • • BLOWN -IN CELLULOSE INSULATION CONDITIONED CRAWLSPACE WALLS • CONTINUOUS DRAIN AND DRY BOARD BY MAR -FLEX R -10 AT EXTERIOR • • CONTINUOUS R -5 RIGID INSULATION AT INTERIOR FACE OF WALLS i DINING LIVING ROOM ROOM Z • BEYOND F206 Q y • EXTEND WATERPROOFING 24" MIN. ABOVE GRADE - T a UPPER LEVEL H J Y FFE: 8333' -5" BOULDER RETAINING 3 (� WALL. RE: CIVIL 0 I SLOPE GRADE AWAY FROM BUILDING FOR POSITIVE W > 14 / i DRAINAGE -TYP. W W EXISTING GRADE LINE � LOWER LEVEL / I MAR -FLEX DRAIN AND DRY BOARD Y FFE: 83227-5" OVER WATERPROOFING AT GARAGE LEVEL 8321' I ':.a — _ °.• I FOUNDATION WALL TO GRADE -TYP. FFE: -11" _ — — _ ° • �� FILTER FABRIC AROUND _----------- _.----- - - - - -- — — — — — — — — — — CONCRETE SLAB ON GRADE ON COURSE GRAVEL AROUND 4" PERFORATED 10 MIL POLYETHYLENE VAPOR a.. FOUNDATION DRAIN PIPE- ; 7,w DIFFUSION RETARDER ON DRAIN TO DAYLIGHT -TYP. 2" RIGID INSULATION ON 4" GRAVEL I I I I ISSUED FOR: DATE: • TOV CONCEPTUAL 2.24.14 • DESIGN DEVELOPMENT 4.1.14 TOV FINAL REVIEW 4.14.14 I LIVING LONGETUDINAL SECTIO �11SCALE: 1/4" = 1' -0" GENERAL NOTES: • SPRING HEIGHT DIMENSIONS FROM FINISH FLOOR ELEVATIONS • SEE SPECS AND DETAILS FOR ADDITIONAL WATERPROOFING INFORMATION ©2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DRAWN: PROJECT A- 1401 SHEET TITLE: SECTIONS A4,u 14 Approved by the Design Review Board TOWN OF VA j L By Joe Batcheller at 2:03 pm, May 08, 2014 GENERAL ASSEMPLY NOTES: env ROOF CEILING ASSEMBLY b • STANDING SEAM METAL ROOF PANELS H • W.R. GRACE ULTRA HIGH TEMP ROOF MEMBRANE OR EQUAL •STRUCTURAL PLYWOOD SHEATHING OVER (RE: STRUCTURAL) R L • 14" ROOF JOISTS UNLESS NOTED OTHERWISE (RE: STRUCTURAL) � � • 2'' SPRAY FOAM INSULATION AT BOTTOM SIDE OF SHEATHING—R-13 MIN. • 12" BLOWN -IN CELLULOSE INSULATION IN CAVITY—R-45.6 MIN (R -58.6 TOTAL) • 2 MIL SMART MEMBRAIN VAPOR RETARDER • 1 x6 T &G DECKING OR DRYWALL PER REFLECTED CEILING PLANSd FLOOR CEILING ASSEMBLY • SEE PLANS FOR FINISH I • 1 2' GYP -CRETE WITH RADIANT HEAT LOOPS OVER q� • 3�4" PLYWOOD DECKING OVER • • STRUCTURAL MEMBERS(RE: STRUCTURAL) • BLOWN -IN CELLULOSE INSULATION AT JOIST CAVITIES R-38 MIN. • SEE RCP'S FOR CEILING FINISH] A4.14 rZ � ' � L0_ SLAB ON GRADE ASSEMBLY w • SEE PLANS FOR FINISH I BUILDING ENVELOPE w • STRUCTURAL CONCRETE SLAB WITH LINE - TYPICAL • HYDRONIC HEAT TUBING OVER • RIGID INSULATION—R-10 MIN. OVER I • 10 MIL POLYETHYLENE VAPOR DIFFUSION RETARDER OVER • 4" GRAVEL BALLAST • FRAMED EXTERIOR WALLS • 1" BLOWN -IN FOAM INSULATION _R -6.5 MIN. • 4.5" BLOWN -IN CELLULOSE INSULATION _R -17 MIN. (R -23.5 TOTAL) FOUNDATION WALLS • DRAIN AND DRY BOARD BY MAR -FLEX R -10 OVER • HOT -FLUID APPLIED WATERPROOFING OVER r • CONCRETE FOUNDATION WALL (RE: STRUCTURAL) • • 2x FURRING AND INSULATION PER PLAN ON INTERIOR—R-5 MINIMUM FRAMED INTERIOR PARTITION WALLS - • • • BLOWN -IN CELLULOSE INSULATION - ',_., IL JI CONDITIONED CRAWLSPACE WALLS • CONTINUOUS DRAIN AND DRY BOARD BY MAR- FLEX_R -10 AT EXTERIOR • • CONTINUOUS R -5 RIGID INSULATION AT INTERIOR FACE OF WALLS I BREAKFAST AREA KITCHEN I F2_03_1 F204 I Z o o I H � I EXTEkl WATERPROOFING Q 24 M . ABOVI GRADE - TYP. m 0 H 0 UPPER LEVEL J FFE: 8333' -5" H o 3 v o . BOULDER RETAINING Q WALL. RE: CIVIL W > � SLOP RADE AWAY FROM j GARAGE BUILD�XG FOR POSITIVE W W 101 DRAINAGE -TYP) �a I LOWER LEVEL MAR -FLEX DRAO'� AND DRY BOARD Y FFE: 8322' -5" a. OVER P�O GARAGE LEVEL a. ;�. .... ,:... �. e.Q FOUNDATION L TO GRADE -TYP. FFE: 8321' ��i COJ FILTER FABRIC f ROUND CONCRETE SLAB ON GRADE ON COURSE GRAY L AROUND 4" PEIFORATED 10 MIL POLYETHYLENE VAPOR FOUNDATION DRAIN PIPE - DIFFUSION RETARDER ON DRAIN TO DAYLIGHT -TYP. 2" RIGID INSULATION ON 4 "GRAVEL I I IISSUED FOR: DATE: • TOV CONCEPTUAL 2.24.14 DESIGN DEVELOPMENT 4.1.14 • FINAL REVIEW 4.14.14 ITOV LIVING CROSS SECTION • I �11SCALE: 1/4" = 1' -0" GENERAL NOTES: • SPRING HEIGHT DIMENSIONS FROM FINISH FLOOR ELEVATIONS • SEE SPECS AND DETAILS FOR ADDITIONAL WATERPROOFING INFORMATION ©2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DRAWN: PROJECT #: 1401 SHEET TITLE: SECTIONS A4s 15 GRID GRID 5%2' 5/2' �.. TYVEK HOUSEWRAP (WRB) GRID HORIZONTAL 1x4 WOOD T&G SIDING WITH 3/8' SQUARE REVEAL- RECLAIMED VERTICAL (; STAIN FINISH ;.. SEALANT AND BACKER SIDING -BUTT JOINT, ' I' / AROUND PERIMETER NATURAL GREY FINISH r ; ;. // a OF WINDOW UNIT AT •.; _ HEAD AND JAMBS BLACK BUILDING PAPER I.'• M // 1 2x WOOD TRIM 8 GYPSUM BOARD a ' DRAIN BOARD OVER // n -STAIN FINISH Q J FRAMING PACK - ;; 2 EXTERIOR SHEATHING ,.' t ; TYVEK HOUSEWRAP (WRB) / �^ L.0 ;; N RE. STRUCTURE 2' SHEATHING -TYP. VAPOR DIFFUSION '" PAINTED METAL WINDOW .' STONE VENEER GRACE SELF - ADHERED RETARDER 1 x WD. BLOCKING - TYP. ; 6 MIL POLYETHYLENE VAPOR DIFFUSION FLASHING WITH HEMMED DRIP EDGE . VAPOR DIFFUSION RETARDER W/ FLUSH MORTAR JOINTS / / VAPOR DIFFUSION FLASHING ;: , •.. RETARDER I : r RETARDER U 2' EXTERIOR SHEATHING ; :: ;..^ GYPSUM BOARD ('.,: t; 8 ' GYPSUM BOARD 5 8" : /8' GYPSUM BOARD , 4: 2x12 WINDOW HEAD TRIM- a WINDOW UNIT PAINTED METAL WINDOW ; R 2xb EXTERIOR FRAME STAIN FINISH TO MATCH 2x6 EXTERIOR FRAME 2x6 EXTERIOR FRAME Lo � FLASHING WITH HEMMED DRIP EDGE '' ' WALL WITH INSULATION ADJACENT SIDING WALL WITH INSULATION WALL WITH INSULATION co WINDOW HEADER -SEE WINDOW HEADER -SEE — 10 DETAIL A5.11 SCALE: 3" = V -0" VERTICAL WOOD DIVIDE 2x6 WINDOW HEAD TRIM- STRUCTURAL FOR DETAILS /J 1 :::' �':; :: STRUCTURAL FOR DETAILS / /// WINDOW HEADER -SEE STRUCTURAL FOR DETAILS Ln y NATURAL GREY FINISH STEEL ANGLE LINTEL TO -SHOP PRIMED AND TENEMIC PAINTED DRYWALL RETURN l' DRYWALL RETURN TO MATCH STONE. SEE STRUCTURAL FOR DETAILS SEALANT AND BACKER SEALANT AND BACKER DRYWALL RETURN AROUND PERIMETER OF WINDOW UNIT AT WINDOW UNIT AROUND PERIMETER OF WINDOW UNIT AT METAL WINDOW FLASHING WITH HEMMED HEAD AND JAMBS HEAD AND JAMBS DRIP EDGE WINDOW UNIT WINDOW UNIT JAMB LINE BEYOND JAMB LINE BEYOND SEALANT AND BACKER L-L SEALANT AND BACKER � JAMB LINE BEYOND AROUND PERIMETER AROUND PERIMETER OF WINDOW OF WINDOW UNIT AT UNIT AT HEAD AND JAMBS HEAD AND JAMBS 7 HEAD DETAIL VERTICAL SIDING 4 HEAD DETAIL HORIZ. SIDING 0 2 x WOOD TRIM .:... $' GYPSUM BOARD A5.11 SCALE: 3" = V -0" 5/2, A5.11 SCALE: 3" = V -0" 5/2' STONE JAMB LINE BEYOND � HEAD DETAIL STONE WALL - STAIN FINISH O 0 1 SUPPORT HEADER - A5.11 SCALE: 3" = 1' -0" I RE: STRUCTURE 2 SHEATHING -TYP. "' 2' EXTERIOR SHEATHING TYVEK HOUSEWRAP (WRB) ,:... Lu VAPOR DIFFUSION ': z' EXTERIOR SHEATHING GRACE SELF - ADHERED RETARDER 1 x WD. BLOCKING - TYP. 6 MIL POLYETHYLENE VAPOR DIFFUSION FLASHING I''. VAPOR DIFFUSION I'' RETARDER SEALANT AND BACKER Z RECLAIMED VERTICAL RETARDER HORIZONTAL 1 x4 WOOD T&G ;.: ` AROUND PERIMETER WINDOW UNIT SIDING -BUTT JOINT, ;. SIDING WITH 3/8' SQUARE REVEAL- ;':. OF WINDOW UNIT AT H NATURAL GREY FINISH :' S" GYPSUM BOARD a STAIN FINISH [: 5' GYPSUM BOARD HEAD AND JAMBS ': ' SILL LINE BELOW Q GRACE SELF - ADHERED STONE SILL LINE BELOW WINDOW UNIT FLASHING GRACE SELF - ADHERED' BLACK BUILDING PAPER 2x6 EXTERIOR FRAME FLASHING 2xb EXTERIOR FRAME WALL WITH INSULATION WALL WITH INSULATION DRYWALL WINDOW RETURN 3 Q 11 DETAIL HO, IZONTAL WOOD DIVIDE J A5.11 SCALE: $" = 1' -0" ;:: 2x6 WINDOW JAMB TRIM- '' STONE VENEER //I W STAIN FINISH TO MATCH W/ FLUSH MORTAR JOINTS ADJACENT SIDING 11 2x6 EXTERIOR FRAME J j 2x6 WINDOW JAMB TRIM- WALL WITH INSULATION {V LLI NATURAL GREY FINISH ; • I DRYWALL RETURN DRYWALL RETURN / VAPOR DIFFUSION SEALANT AND BACKER SEALANT AND BACKER DRAIN BOARD OVER SEALANT AND BACKER RETARDER AROUND PERIMETER WINDOW UNIT AROUND PERIMETER WINDOW UNIT TYVEK HOUSEWRAP (WRB) 5 /8' GYPSUM BOARD AROUND PERIMETER OF WINDOW UNIT AT lx INTERIOR CORNER OF WINDOW UNIT AT HEAD AND JAMBS OF WINDOW UNIT AT HEAD AND JAMBS SILL LINE BELOW VAPOR DIFFUSION HEAD AND JAMBS WINDOW TRIM RETARDER 6 2'SHEATHING -TYP. 2 $ JAMB DETAIL VERTICAL SIDING 5 JAMB DETAIL HORIZ. SIDING JAMB DETAIL STONE WA L L w Q A511 SCALE: 3" = V -0" A5.11 SCALE: 3" = V -0" a E:��t A5.11 SCALE: 3" = 1' -0" Q w FLEXIBLE PAN FLASHING AT GRACE SELF - ADHERED n 6 FRONT,TOP, AND BACK OF SILL. FLASHING 2 JAMB LINE BEYOND CARRY UP JAMB WALLS JAMB LINE BEYOND b" MINIMUM. 2x TRIM CORNER TRIM- PAN FLASHING AT FRONT,TOP, FLEXIBLE PAN FLASHING AT JAMB LINE BEYOND MATCH ADJACENT SIDING- � AND BACK OF SILL. CARRY WINDOW UNIT WINDOW UNIT FRONT,TOP, AND STAIN FINISH VARIES WINDOW UNIT UP JAMB WALLS 6" MINIMUM. BACK OF SILL. CARRY UP JAMB WALLS 6" MINIMUM. ISSUED FOR: DATE: PER PLANS NAILING FIN -TYP. DRYWALL WINDOW RETURN • •' DRYWALL WINDOW WINDOW UNIT TOVCONCEPTUAL 2.24.14 °: RETURN STONE JAMB LINE BEYOND — DESIGN DEVELOPMENT 4.1.14 NAILING FIN -TYP. TOV FINAL DRB REVIEW 4.14.14 12 DETAIL CORNER WINDOWS I N W D �:... DRYWALL WINDOW RETURN A5.11 SCALE: 3" = 1' -0" 2x6 WINDOW SILL TRIM- NATURAL GREY FINISH 2x12 WINDOW SILL TRIM- ;;•: ;:.: 4" SINGLE PIECE j STAIN FINISH TO MATCH ;'. SILL STONE SLOPED ADJACENT SIDING -. , FOR POSITIVE DRAINAGE ;:, 2x6 EXTERIOR FRAME : 2x6 EXTERIOR FRAME WALL WITH INSULATION GRACE SELF - ADHERED I. j. WALL WITH INSULATION 3/'////, GRACE SELF - ADHERED FLASHING •`:' I= STONE VENEER ( FLASHING 8 " GYPSUM BOARD 4. 8 ' GYPSUM BOARD W/ FLUSH MORTAR JOINTS p / 11 } • 2x6 EXTERIOR FRAME ��( ;� 2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. ' WALL WITH INSULATION O/ "= BLACK BUILDING PAPER AT SIM. EXTEND WATERPROOF .' SCALE: 3 1'-0" MEMBRANE TO UNDERSIDE 11 ; .: %8' GYPSUM BOARD DRAWN: 6 MIL POLYETHYLENE TYVEK HOUSEWRAP (WRB) :,' VAPOR DIFFUSION OF WINDOW SILL / VAPOR DIFFUSION : RETARDER HOME SLICKER 10 RAINSCREEN � ' I h � � VAPOR DIFFUSION lx WD. BLOCKING - TYP. RETARDER HORIZONTAL 1x4 WOOD T&G . \ OVER TYVEK HOUSEWRAP (WRB) RETARDER PROJECT#: 1401 i 5/2 SIDING WITH 3/8' SQUARE REVEAL- 5/2 SHEET TITLE: WINDOW DETAILS RECLAIMED VERTICAL STAIN FINISH SIDING -BUTT JOINT, NATURAL GREY FINISH 3 JILL DETAIL STONE WALL A5.11 SCALE: 3" = V -0" 9 SILL DETAIL VERTICAL SIDING 6 SILL DETAIL HORIZ. SIDING ■ A5.11 SCALE. 3" = V -0" A5.11 SCALE: 3" = V -0" 2X6 WALL WITH INSULATION CONCRETE FOUNDATION WALL - EXTERIOR SHEATHING SEE STRUCTURAL FOR DETAILS GYPSUM BOARD OVER I TYVEK HOUSEWRAP (WRB) I HOT FLUID APPLIED WATERPROOFING MEMBRANE AT ALL BELOW GRADE I I I I I I Ix OR 2x WOOD FRAME FURRING WALL WHERE SHOWN IN PLAN -MIN. R -9 VAPOR RETARDER- I TO LAP OVER WATERPROOF MEMBRANE FOUNDATION WALLS SEAL AT EDGE AND PENETRATIONS EXTERIOR CLADDING Q -SEE ELEVATIONS VAPOR RETARDER AT INTERIOR y E 2x6 WALL WITH INSULATION I %8' GYPSUM BOARD OVER 6 MIL 1 1 SIDE OF FOUNDATION WALLS t� y �. POLYETHYLENE VAPOR PRESSURE TREATED i c� 2 EXTERIOR SHEATHING RETARDER -SEAL AT EDGE AND BOTTOM PLATE BLACK BUILDING PAPER I PENETRATIONS MAR -FLEX 23/ $' DRAIN _ Q TAPERED RIGID INSULATION ISOLATION JOINT U ❑ r_ PAINTED METAL FLASHING AND DRY BOARD (R -10) q VERTICAL WOOD SIDING - 3. SEE ELEVATIONS FOR LOCATIONS I ' •' •• • • '• •' • •• BACKER ROD AND SEALANT \`> `— ; ' /4' INTERIOR FLOOR FINISH E 2 / I _ 11 ( I I I II II a 1x HORIZONTAL STRIPS C \— , 1 1 I 1 1 a U E BLOCKING -TYP. 6 6 �L ������ ��� Ate* \ a Q Q 5" CONC. SLAB ON > 2 4" SLAB STONE WALL CAP �— �— GRADE WITH D Ix VERTICAL CORNER BLOCKING - TYP. 6 2 •• o FILTER FABRIC \�% % yg % \ Q HEATTOUBING O O a Lo No No - - - - - ------ - - - - -- I I I I I I BUTT JOINT — DRYSTACK NATURAL V \ \�> \ V�% ��� ��� ��� w U s /$ STONE VENEER CONCRETE FOOTING- SEE STRUCTURAL FOR DETAILS DRAIN BOARD OVER COARSE GRAVEL TYVEK HOUSEWRAP WRB ( ) s BUILDING CORNER DETAIL VERTICAL SIDING A6.11 SCALE: 3" = V -0" 3 SECTION DETAIL VENEER CAP 4 -INCH PERFORATED ���� Q 4" GRAVEL DRAINAGE LAYER A6.11 SCALE: 3" = V -0" DRAIN PIPE � � A�> � � Q 10 -MIL POLYETHYLENE VAPOR Q DIFFUSION RETARDER. TURN UP INSIDE OF WALLS AND SEAL TO WALLS. HEAVY DUTY OVERHEAD V �� �C �C� �C SEAL ALL LAPS AND PENETRATIONS. DOOR SYSTEM zi VERTICAL WOOD SIDING TO \�� \��� \C \� \C� <�7 2" CONTINUOUS RIGID INSULATION (R -15) UNDER SLAB TAPERED TO 1" AT END MATCH VERTICAL WOOD SIDING - 2 ON ELEVATIONS INTERIOR STEEL JAMB BEYOND �� ���YY CONCRETE FOOTING - SEE STRUCTURAL FOR DETAILS DETAIL 0 FNDTN DRAIN SYSTEM M SEE ELEVATIONS FOR DOOR A6.11 SCALE: 3" = V -0" DESIGN y4 3/4 2 3/4 AL EDGE JAMB \�71 z M AUTOMATIC DOOR GASKET o H 3/4' INTERIOR FLOOR 23/4" FOR WEATHER SEAL ALONG n FINISH BOTTOM LENGTH OF DOOR EXTERIOR TILE ii ° / D THRESHOLD FOR PROPER SEAL OF GASKET 1 I :.:I li n o / 6" STUD WALL - TYP. H EXTERIOR TILE FINISH..'I WITH RADIANT SNOW -1 3 HEAVY DUTY OVERHEAD DOOR SYSTEM Q d a= �° MELT LOOPS IN MORTAR Oa ` BED. SLOPED AWAY FROM i n II 0 gnu a THRESHOLD 8' PER FOOT a as STONE VENEER W ' VERTICAL WOOD SIDING TO < HOT FLUID APPLIED WATERPROOFING. I Ill W MATCH VERTICAL WOOD SIDING - 2 ON ELEVATIONS INTERIOR STONE FINISH ON Q a a Q a CARRY UP AND OVER FOUNDATION I '�i � n ii CN RADIANT FLOOR EXTERIOR CONC. SLAB RE: STRUCT FOR DETAILS ; .a II ii I O 0 z 2 HEAT LOOS IN MORTAR BED a CONC. FOUNDATION ,.•.i ;`i ii I / _ `L WALL p WEATHER STRIP AT 3 BOTTOM OF DOOR /4 / LLI 7 DETAIL GARAGE DOOR 4 DETAIL A6.11 SCALE: ENTRY DOOR THRESHOLD � A6.11 SCALE: 3" = 1' -0" • I 111� (4) 2X6 WOOD PACK FOR WATERPROOFING CURB CONTINUOUS WATERPROOF MEMBRANE 4" SLAB STONE WALL CAP / / / / � / •.:1 n -CARRY UP CHIMNEY WALL 24" MIN. METAL FLASHING @CURB METAL O SYSTEM GYPSUM BOARD OVER ' •��.i ii I TIE INTO CURB METAL FLASHING VAPOR RETARDER- I ISSUED FOR: DATE: I I 11 --- - - - - -- SEAL AT EDGE AND I •., ::I II PENETRATIONS TOV CONCEPTUAL 224.14 DESIGN DEVELOPMENT 4.1.14 s/ ���� 2x6 WALL WITH I •.I I II n TOV FINAL DRB REVIEW 4.14.14 WATERPROOF � �I / INSULATION /i . :':i � ii MEMBRANE a „I EXTERIOR SHEATHING I i ii a N� TYVEK HOUSEWRAP (WRB) � � n HORIZONTAL WOOD SIDING - 2. SEE ELEVATIONS FOR DRAIN BOARD OVER WATERPROOFING LOCATIONS I - : •a n SIDING 1 - DRYSTACK '� �I� / i.:i ii STONE VENEER ATTACHED � I I 6 I •,{ 11 I I 2014 MICHAEL ALL RIGHTS SUMAN RESERVED. ARCHITECT, LLC. TO WALL WITH METAL TIES. ,I / I 2 I 11 I " PROVIDE WEEP HOLES ALONG II i :: ii I SCALE: 3 = 1'0" LOWEST POINT OF SYSTEM 2 I I � DRAWN: CONC WALL- / CHARCOAL COLORED - ------- - - - - -- : I I i , I PROJECT#: 1401 SEE STRUCTURAL FOR DETAILS ALUMINUM CORNER REVEAL I •'•:I •� �'I II I I II n SHEET TITLE: EXTERIOR DETAILS s SECTION DETAIL a EXTERIOR WALL 5 BUILDING CORNER DETAIL HORIZ. SIDING .a n 2 DETAIL a CHIMNEY CURB A6.11 SCALE: 3" = V -0" A6.11 SCALE: 3" = V -0" A6.11 SCALE. 3" = V -0" I" STANDING SEAM METAL ROOF - PAINTED FLAT FINISH 1 "STANDING SEAM METAL ROOF METAL ROOF APPROPRIATE - PAINTED FLAT FINISH GRID WATERPROOF MEMBRANE GRID METAL ROOF APPROPRIATE REFER TO ROOF PLAN WATERPROOF MEMBRANE PLYWOOD ROOF DECKING. STRUCTURAL EAVE DECKING REFER TO ROOF PLAN RE: STRUCTURE RE: STRUCTURE 2" CLOSED CELL SPRAY FOAM INSULATION AT UNDER SIDE OF ROOF DECKING N PAINTED METAL FLASHING PAINTED METAL EAVE FLASHING 2 �' WITH DRIP EDGE WITH DRIP EDGE PLYWOOD ROOF DECKING. 6 0 RE: STRUCTURE � � � ,� 0 3 I N 12 h 6 I I RIPPED 2x6 FASCIA TRIM- 2" CLOSED CELL SPRAY FOAM INSULATION i RE: ROOF PLAN �' �' 2 STAIN FINISH r AT UNDER SIDE OF ROOF DECKING I °' �? STRUCTURAL EAVE DECKING 2x6 FASCIA TRIM- i RE: STRUCTURE I STAIN FINISH I � I 12 I i r? i l CLOSED CELL SPRAY FOAM INSULATION CONTINUED DOWN AT EXTERIOR WALL LINE -TYP. HEAVY TIMBER EAVE FRAMING - STAIN FINISH. I I BLOCKING R SEE STRUCTURAL FOR DETAILS L0 lkl RIM BOARD I RIM CLOSED CELL SPRAY FOAM INSULATION I I CONTINUED DOWN AT EXTERIOR 0 N� WALL LINE -TYP. w U I I 2 .... i PLUMB CUT HEAVY TIMBER l EAVE FRAMING -STAIN FINISH. I 2x6 EXTERIOR FRAME' i SEE STRUCTURAL FOR DETAILS I 2 SEE CEILING WALL WITH INSULATION � I .•, RCPS FOR FINISH AND LOCATIONS I /2 EXTERIOR SHEATHING I•• HEAVY TIMBER MEMBERS I .• BLOWN -IN CELLULOSE SISTERED ONTO ROOF RAFTERS. I BUILDING PAPER INSULATION i i I SEE STRUCTURAL FOR BACK SPAN I I r REQUIREMENTS 2x3' TUBE STEEL TOP RAIL /2 SEE ELEVATIONS I > f ROOF FRAMING i '.1 2 I FINISH WELDED TO STEEL FOR DETAILS ON I I ►':'. RE: STRUCTURAL 77-77-77 77 77 7 EXTERIOR WALL FINISH I r• 3/2" VERTICAL SUPPORT POSTS. AND LOCATIONS MITER CORNERS - PAINTED FINISH I 5 /8' GYPSUM BOARD OVER r•. . A. • } I VAPOR RETARDER- i i SEE RCPS FOR CEILING .'I 2x6 EXTERIOR FRAME SEAL AT EDGE AND I i �: FINISH AND LOCATIONS :1;i i WALL WITH INSULATION ® PENETRATIONS I I•: :.•.� GYPSUM BOARD OVER 3/4' TAPERED STEEL BAR VERTICAL VAPOR RETARDER- I SUPPORT POSTS FINISH 3 DETAIL TYPICAL RAKING EAVE SEALAT EDGE AND PENETRATIONS :.I •;� /2' EXTERIOR SHEATHING DETAIL TYPICAL HIGH EAVE WELDED TO TOP RAIL AND A6.12 SCALE: 3" - V -0" ::� I BUILDING PAPER A6.11 SCALE: 3" - V -0" O BOTTOM ANCHOR PLATES - PAINTED FINISH :1 I SEE ELEVATIONS FOR DETAILS ON U) EXTERIOR WALL FINISH Z AND LOCATIONS O H %" STEEL ROD RAILS ' c FINISH WELDED AT ENDS TO STEEL ri VERTICAL SUPPORT POSTS. REFER TO ROOF PLAN m ox - PAINTED FINISH BLOCKING H O z � 12 3 ci RE: ROOF PLA O SEE ROOF PLAN FOR SNOW FENCE J 3/8 STEEL ROD RAILS PLYWOOD ROOF DECKING. DETAILS AND LOCATIONS W AT SIDE PANELS BEYOND RE: STRUCTURE 2 O 2" CLOSED CELL SPRAY FOAM INSULATION O STANDING SEAM METAL ROOF - PAINTED w AT UNDER SIDE OF ROOF DECKING \ \ FLAT FINISH J 3„ \ W 0 METAL ROOF APPROPRIATE Y4 WATERPROOF MEMBRANE STRUCTURAL EAVE DECKING 5 3/4' TAPERED STEEL BAR VERTICAL i RE: STRUCTURE SUPPORT POSTS FINISH BLOWN -IN CELLULOSE 8 -. WELDED TO TOP RAIL AND INSULATION T BOTTOM ANCHOR PLATES- � I � Q PAINTED FINISH CLOSED CELL SPRAY FOAM INSULATION PAINTED METAL ROOF FRAMING I I CONTINUED DOWN AT EXTERIOR FLASHING LJ RE: STRUCTURAL I � WALL LINE -TYP. WITH DRIP EDGE 14 ' 2x6 DRIP THROUGH 3/8'x3 "x6" STEEL ANCHOR PLATE i 6 DECKING FINISH WELDED TO STEEL \ LINE OF PERIMETER VERTICAL SUPPORT POSTS AND \ \ 2 TIMBER BELOW LAG BOLTED TO FACE OF HEAVY ��`\ \ \ I 2 TIMBER - PAINTED FINISH \ �_ \ HEAVY TIMBER MEMBERS PAINTED METAL GUTTER SISTERED ONTO ROOF RAFTERS. REFER TO ROOF PLAN %" STEEL ROD RAILS ` '��, \�''�_, SEE STRUCTURAL FOR BACK SPAN FINISH WELDED AT ENDS TO STEEL I REQUIREMENTS 2x6 DRIP THROUGH DECKING VERTICAL SUPPORT POSTS. i i STAIN FINISH -PAINTED FINISH I I ISSUED FOR: DATE: EXPOSED HEAVY TIMBER SEE RCPS FOR CEILING 2 I TOV CONCEPTUAL 2.24.14 PERIMETER DECK BEAMS - FINISH AND LOCATIONS ..1 I SQUARE CUT HEAVY STAIN FINISH .. i i TIMBER EAVE FRAMING- DESIGN DEVELOPMENT 4.1.14 77 RE: STRUCTURAL 2 i STAIN FINISH. TOV FINAL DRB REVIEW 4.14.14 SEE STRUCTURAL 3/8'x3 "x6" STEEL ANCHOR PLATE :;.i i FOR DETAILS FINISH WELDED TO STEEL I I VERTICAL SUPPORT POSTS AND LAG BOLTED TO FACE OF HEAVY 2x6 EXTERIOR FRAME TIMBER - PAINTED FINISH tii I WALL WITH INSULATION 5 DETAIL DECK GUARDRAIL %2' EXTERIOR SHEATHING OPEN DECK JOISTS A6.32 SCALE: 3" = V -0" 2„ RE: STRUCTURAL %" GYPSUM BOARD OVER "'I 1 2014 MICHAEL SUMAN ARCHITECT, LLC. © VAPOR RETARDER - STEEL COLUMN TOP PLATE SEAL AT EDGE AND I 1 I I ALL GHTS R SERVED. FINISH WELDED TO STEEL PENETRATIONS i i SCALE: 3 "= 1'-0" COLUMN AND LAG BOLTED ;,i I BUILDING PAPER DRAWN: TO HEAVY TIMBER - PAINTED FINISH. RE: STRUCTURE : 'I I �� SEE ELEVATIONS I EXPOSED STEEL PIPE COLUMN FOR DETAILS ON FINISH WELDED TO STEEL TOP EXTERIOR WALL FINISH PROJECT #: 1401 AND BOTTOM PLATES - PAINTED FINISH AND LOCATIONS SHEET TITLE: EXTERIOR DETAILS 2 DETAIL a TYPICAL SHED EAVE 4 DETAIL DECK GUARDRAIL A6.12 SCALE: "_ V -0" A6.32 SCALE: 3" = 1 ' -0" FIXTURE NOTES: A RECESSED CAN LIGHT (FIXTURE HAS FULL CUT -OFF) B DOWN LIGHT BY HEVI LITE, INC HL- 368 -AA- 8LED- FL -LA -4 (MILL FINISH) 8LED 3000K cv E LUMENS OUTPUT = 457 DOWN LUMINOUS AREA = 4.91 SQ. IN. H (FIXTURE HAS FULL CUT -OFF) C LOW WALL LIGHT BY WAC LIGHTING Q °' U WL- LED 100 -C -SS (STAINLESS STEEL FINISH) LED (FIXTURE HAS FULL CUT -OFF) y U_ Cll Lo \ / 1\0 �\� \ GNHSI R S Sv OR V 2 C P G R O OM B N 0 U W P5Q ROOF SOFA ONE 116 2' -0" A.G. RECESSED IN CEILING 2' -0" A.G. SOFFIT ABOVE C A A C / � 'Poo R O E� 112 \ r O ' 1 L o' s -1 ,oa ONE - GARAGE ORPGE \ o� \ S�R00� \ NP��' — OM gE� WO Z U) \ V A 1p3 V A 113 � 111 � \ \ 2 \ m °a \ ROM \\ Roots � COSE� \ 1 3 V a a ROOM \ \ W g �= W W O a \ 6P�N JWO W ELECTRICAL KEY: ® PENDANT LIGHT $ SWITCH (31 DIRECTIONAL LIGHT $KP KEY PAD SWITCH FO CEILING MOUNTED LIGHT 4 MULTIPLE SWITCH LOWER LEVEL ELECTRICAL PLAN �} WALL MOUNTED LIGHT p DIMMER SWITCH 52.31 SCALE: 1/4" = V -Q" ISSUED FOR: DATE: TOV CONCEPTUAL 2.24.14 I-® WALL MOUNTED SCONCE DUPLEX RECEPTACLE DESIGN DEVELOPMENT 4.1.14 O RECESSED CEILING LIGHT HALF SWITCHED DUPLEX RECEPTACLE GENERAL ELECTRICAL NOTES: TOV FINAL DRB REVIEW 4.14.14 DIRECTIONAL RECESSED LIGHT GFI GROUND FAULT DUPLEX RECEPTACLE 1) ALL RECEPTACLES IN KITCHEN TO BE GFI PROTECTED. ❑ RECESSED WALL LIGHT QUAD RECEPTACLE THIS INCLUDES RECEPTACLES IN ISLANDS. 2) ALL RECEPTACLES AT BATHROOM COUNTERS TO BE GFI PROTECTED. o UNDERCABINET LED STRIP LIGHT Ts THERMOSTAT 3) ALL EXTERIOR RECEPTACLES TO BE GFI PROTECTED, AND HAVE WEATHERPROOF COVERS. OF FLUORESCENT LIGHT ® SPECIAL DEVICE OUTLET 4) SMOKE DETECTORS TO BE INTERCONNECTED PER IRC CODE 5) ALL RECESSED CANS IN ROOF TO BE SEALED AIR -TIGHT — — — — LED STRIP LIGHTING DUPLEX FLOOR RECEPTACLE 6) ALL WIRING TO BE COPPER WIRE -NO ALUMINUM 7) MINIMUM 75% OF NEW LIGHTING TO BE HIGH EFFICIENCY PER 2012 IECC SPECIALTY PENDANT [-❑c CATEGORY 5E CABLE 8) COORDINATE ALL WINDOW SHADE POWER LOCATIONS WITH INTERIOR DESIGNER TRACK LIGHT 1-02c 2 CATEGORY 5E CABLES ALL MICHAEL SUMAN ARCHITECT, LLC. RESERVED. C ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DECORATIVE WALL MOUNT I-❑TV 2 RG6 COAXIAL DRAWN: STAKE MOUNTED LANDSCAPE LIGHT I-❑ s STRUCTURED CABLE (2 CAT 5E & 2 RG6 COAX) ® PIER MOUNTED LIGHT F4 TELEPHONE OUTLET PROJECTA 1401 Op SMOKE DETECTOR 04 CAMERA SHEET TITLE: LIGHTING AND POWER Qs SPEAKER WALL MOUNTED EXHAUST FAN ❑F BATHROOM EXHAUST FAN E2,F I I FIXTURE NOTES: A RECESSED CAN LIGHT (FIXTURE HAS FULL CUT -OFF) B DOWN LIGHT BY HEVI LITE, INC HL- 368 -AA- 8LED- FL -LA -4 (MILL FINISH) 8LED 3000K E LUMENS OUTPUT = 457 DOWN o LUMINOUS AREA = 4.91 SQ. IN. H (FIXTURE HAS FULL CUT -OFF) C LOW WALL LIGHT BY WAC LIGHTING Q °' U WL- LED 100 -C -SS (STAINLESS STEEL FINISH) LED (FIXTURE HAS FULL CUT -OFF) y E 0•� a oOF ONEN�R�gNE_� P 1 \ 1\ V) cc SOFF\j / \ w Q 0 6 \ J - \] 6 w OM 1 �OM on 1� v O y _0 N 0 , \ JNR�� \ 215 , wo CCD KITCHEN F2_04_1 BREAKFAST AREA 1 ®� r00 F2-0-3-1 O -�\A 02 " - m o S� o1R NP 1 ON �P�o\4 \ Z U) SOFHj \ // I MP 000 MPS�ER I 6EpR pEGK � H > 1 216 21l / G �1 �-B / o j � 0 w 3 v .. 1� _ o LIVING ROOM 2os p \N�NG _- \` W > LIVING ROOM ROM 210 DECK F2_05_1 2 °$ W G�OSE� 209 O �. O W ELECTRICAL KEY: ® PENDANT LIGHT $ SWITCH (31 DIRECTIONAL LIGHT $KP KEY PAD SWITCH CEILING MOUNTED LIGHT �4 MULTIPLE SWITCH UPPER LEVEL ELECTRICAL PLAN �} WALL MOUNTED LIGHT p DIMMER SWITCH �12SCALE: 1/4" = V -Q" ISSUED FOR: DATE: TOV CONCEPTUAL 2.24.14 I-® WALL MOUNTED SCONCE DUPLEX RECEPTACLE DESIGN DEVELOPMENT 4.1.14 O RECESSED CEILING LIGHT HALF SWITCHED DUPLEX RECEPTACLE GENERAL ELECTRICAL NOTES: DIRECTIONAL RECESSED LIGHT GFI GROUND FAULT DUPLEX RECEPTACLE 1) ALL RECEPTACLES IN KITCHEN TO BE GFI PROTECTED. ❑ RECESSED WALL LIGHT QUAD RECEPTACLE THIS INCLUDES RECEPTACLES IN ISLANDS. 2) ALL RECEPTACLES AT BATHROOM COUNTERS TO BE GFI PROTECTED. o UNDERCABINET LED STRIP LIGHT Ts THERMOSTAT 3) ALL EXTERIOR RECEPTACLES TO BE GFI PROTECTED, AND HAVE WEATHERPROOF COVERS. OF FLUORESCENT LIGHT ® SPECIAL DEVICE OUTLET 4) SMOKE DETECTORS TO BE INTERCONNECTED PER IRC CODE 5) ALL RECESSED CANS IN ROOF TO BE SEALED AIR -TIGHT — — — — LED STRIP LIGHTING DUPLEX FLOOR RECEPTACLE 6) ALL WIRING TO BE COPPER WIRE -NO ALUMINUM 7) MINIMUM 75% OF NEW LIGHTING TO BE HIGH EFFICIENCY PER 2012 IECC SPECIALTY PENDANT [-❑c CATEGORY 5E CABLE 8) COORDINATE ALL WINDOW SHADE POWER LOCATIONS WITH INTERIOR DESIGNER TRACK LIGHT I-02c 2 CATEGORY 5E CABLES ALL MICHAEL SUMAN ARCHITECT, LLC. RESERVED. C ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DECORATIVE WALL MOUNT I-❑TV 2 RG6 COAXIAL DRAINN: STAKE MOUNTED LANDSCAPE LIGHT I-❑ s STRUCTURED CABLE ® PIER MOUNTED LIGHT (2 CAT 5E & 2 RG6 COAX) F4 TELEPHONE OUTLET PROJECTA 1401 Op SMOKE DETECTOR 04 CAMERA SHEET TITLE: LIGHTING AND P WE Qs SPEAKER WALL MOUNTED EXHAUST FAN ❑F BATHROOM EXHAUST FAN E2,F 12 Approved by the Design Review Board TOWN Of VAf L By Joe Batcheller at 2:03 pm, May 08, 2014 E a c� N I O �---� i a ° � � ------- - - - - -� PANTRY NT THREE I STAIR 201 BATH 204 THREE I BATH TWO STORAGE ROOM oa MECH KITCHEN 212 O zo9 BEDROOM THREE BEDROOM MUD ROOM 02 DEN 0 . 205 TWO 119 - - -- ROOM 103 E PWDR C SET WO LAUNDRY - -� - - na- JI ROOM I _ _ Tj � CLOSET I [] 2,369 SQ. FT. HALL z11 � MASTER BATHROOM HALL L 2,387 SQ. FT. GRFA L — — — — UTILITY 206 GRFA rt a DINING ROOM CLOSoET 0° �� _ rp 0 - - - - - -- 0 \ / r -- FAMILY ROOM 105 I I U LLI �S !. \ / c BAT O ONE C ENTRY GARAGE I _ 7 V) S 0 106 01 LIVING / \ / \ MASTER • BEDROOM I ROOM z1a CLOSET I 2os MASTER 09 165 SQ. FT. I BEDROOM 207 r + I CLOSET ONE I L I L 111 LIVING MASTER 12M 1 cl LOT 3 RESIDENCE GRFA CALCULATIONS: LOWER LEVEL 2,387 SQ. FT. ri� PROPOSED UPPER LEVEL GRFA UPPER LEVEL PROPOSED SUBTOTAL 2,369 SQ. FT. 4,756 SQ. FT. PROPOSED LOWER LEVEL GRFA A2.30 SCALE: 1/8" = l' -0" A2.30 SCALE: 1/8" = 1' -0" GRFA ABOVE 16 -0 165 SQ. FT. GARAGE CREDIT (600) SQ. FT. BASEMENT CREDIT 34 %) (811) SQ. FT. O TOTAL PROPOSED GRFA 3,510 SQ. FT. vi ALLOWABLE GRFA 3,520 SQ. FT. 9 O o m a 0 IY U) O 3 v O W 9 J W LLI W ISSUED FOR: DATE: SCHEMATIC DESIGN 1.16.14 TOV CONCEPTUAL 2.24.14 DESIGN DEVELOPMENT 4.1.14 TOV FINAL DRB REVIEW 4.14.14 ©2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE. 1/4 "= Y -0" DRAWN. PROJECT #. 1401 SHEET TITLE: GRFA CALCS A2m30 Approved by the Design Review Board TOWN OF VA I L By Joe Batcheller at 2:03 pm, May 08, 2014 E 0 c� c� V.12 �U 5 1 A4.34 40 1 A4.33 03 1 A4.32 2 1 A4.31 1 a E 15' -7Y2' 19' -5" 8' -5 %z" 28' -6/2' o u 1 1/2'' FURRING W/ RIGID 2X4 FURRING WITH 1 1/2" FURRING W/ ROUTE BOILER FLUES m • 1 • ;• INSULATION WHERE L 611vtEI�SIb�'!�� • ;� INSULATION @• T Z'bNC. G�CL 3 BUILDING ENVELOPE LINE RIGID INSULATION �El�� rSIT�TENSidt`tE� •HIGH BELOW JOISTS � JvdLC�'�O�/� 1 � - TYPICAL - TYPICAL 8„ lY2' 3Y2 lY2 g,. 8' 1/2 3Y2' 3'/2" 5Y2 8' LO 7' -0" 17' -0" 11' -11Y" 2 7' -4" 3' -8Y 2' 11' -11Y" 2 2' -2': 9' -0" LOT 3 SETBACK LINE 7 0 —__ BENCH WITH CUBBIES AND - ` y N L 0 Lv - '�0 �• ������� WAT R HEATER - - -J \ HIGH EFFICIENCY = STORAGE ; . _ • c BATH ROOM ® . , N • _I BOIL R BOULDER RETAINING WALLS i I I Q 115 TWO ^ LOW STORAGE 104 b 6 0 6 F D MECH I \O RE: CIVIL ck� BEDROOM CPT TI 115 BELOW LANDING 102 ROOM j • w > 2 x b � 102 q > O O TWO � N � coNC r.. % i `O I I COQ 113 o b 3 x7 • Z � . 5Y2' , 12' -4" 4' -2/2' 114 -4 5Y2' I 6 -2 TILE CONC ELECTRICAL '% cl ' I �L b SET � 26 x 7 T1N0 P LAUNDRY — — — — 1o1b PANEL Ld • 1.14 h ROOM _ _ b o, FROST PR OF 116 ® D k a • N HOS BIB R + S F.D. — — _ _ a UP 6" • 5 0 SD CLOSET N 116 W WD — — ELECTRIC PANEL(S) ��„ • o0r • t �_� 113 5Y2 108 26TI 7E6 GARAGE LEVEL — — — 1 — — — _ — FFE:8313' =� — — - B v CN • • I 0 6 3 x7 0 b 3 x 7 i b b 2• x i o N � CPT HALL 107 3" I� 5/2" 1' -1" — • • I Z U) 2 A3.31 I SD CPT �- Oa SD /COD :1os 0 CPT I TILE - P; . I�L�, r 2 O y 22 TIL�7 3 -x 7b " N ..,; A3,32 �_ 0 • • I -� SD �_, LOWER LEVEL + F.D. (DRY ( m cc - - -' - SUMP) I J N o FAMILY. ROOM 11oe CPT I �I .10 � O 3 _ v 112 x 7 � Q A ENTRY � � �% ' 0 J I 0 BATA ONE b 01 GARAGE I. I d 110 101 '' , > I 105 ' I � BEDROOM � • ® ONE " 4'x 8 HOSE BIB j 109 _ _ I ROOF DRAIN = N — — — R ± S N ch "� T LEADER CLOSET - " ONE N TRY � a GAS METER 2 x7 0 0 18 x9 I v 'I ROOF DRAIN LEADER RAISED • PLANTER • ;q- ELECTRIC METER RECESSED IN FIN WALL EXPOSED STEEL 1 �• '0 . '0 . .. -=on . �. . COLUMN - PAINTED 1 ' -94' V -9Y2' 9' -0". 4' -OY2" 5' -6" 3' -6Y4" 6' -0" 3' -5%4" 8" 7' -234' 18' -0" . 1' -8' FINISH 1Y2 5Y.. 73 1 (- 5Y2 5Y22 EXPOSED STEEL COLUMN- PAINTED ISSUED FOR: DATE: L L FINISH SCHEMATIC DESIGN 1.16.14 TOV CONCEPTUAL 2.24.14 1 A3.31 DESIGN DEVELOPMENT 4.1.14 TOV FINAL DRB REVIEW 4.14.14 LOWER LEVEL PLAN �11SCALE: 1/4" = 1' -0" FLOOR AREA CALCULATIONS: LOWER LEVEL 1,657 SQ. FT. UPPER LEVEL 2,369 SQ. FT. LIVABLE AREA 4,026 SQ. FT. RCHITECT, LLC. GARAGE AREA 694 SQ. FT. "J ALL RIGHHS RESERVED. SCALE: 1/4 "= Y -0" DRAWN: GENERAL NOTES: 1. PLAN ELEVATIONS REFERENCE ACTUAL SURVEY ELEVATIONS 2. GRID LINES ARE CENTERLINE OF 5Y2' WALL PROJECT #: 1401 UNLESS OTHERWISE DIMENSIONED SHEET TITLE: FLOOR PLANS 3. DIMENSIONED WALL OPENINGS ARE NOMINAL DIMS. U.O.N. COORDINATE INTERMEDIATE POST DIMS. WITH WINDOW MANUFACTURER ROUGH OPENING DIMENSIONS. 4. SMOKE DETECTORS TO BE INTERCONNECTED PER IRC CODE 5. CARBON MONOXIDE DETECTORS TO BE INSTALLED PER IRC R315 A2m Approved by the Design Review Board TOWN OF VAIL By Joe Batcheller at 2:03 pm, May 08, 2014 E 0 1 A3,32 c� �U 5 1 A4.34 40 1 A4.33 1 \ A4.32 2 1 A4.31 1 a E 15' -7Y2' 19' -5" 8' -5 %z" 28' -6/2' o 0 SIDEWALL BOILER FLUES m LOT 3 BUILDING ENVELOPE LINE FROM BELOW 0 5%2' 13' -2" 512 2' -5Y2' 10' -0" 5%2' 2' -5Y2" 3' -7" 5%2' 512' 8' .0" ',''// 312' 9' -0" 5' -0" 5Y2' 13' -4" S2 • LOT 3 SETBACK LINE � � Q _ — — _ -N O w D.W. N - -- Ln y BELOW rLl N CLOSET I Cv 0 PANTRY STAIR THREE BATH 204 o 10 • BOULDER RETAINING WALLS I KITCHEN 0213 6 20x 7 213 201 ° THREE 203 BEDROOM I RE: CIVIL I cm O� 212 203 204 O THREE o ° -1 0 I I DEN 217 09/ OO _ ® TILF� x 76 2 x 7 205 • I -N cl M 5 2 • ® 5%2" • ° .O CPT 3Y2' I I PWDR 205 SDI t o 1 6' -10/2' ROOM CPT N M 202 3 0 x 7 6 ; CN � SQ I z WD STEAM SHOWER Q (2 7L66 cv 217a - z 26x 76 J U w m ® • N _ I B O NJ _ N (2) 26 x 76 2' -0" 20R @6.6" = N WD 3,y2,- • 2 N . I i_; SD /COD FIFE: 8324' 6EL 18T@ 11" ° HALL 2' -0" 4' -0 -- 211 (i 5Y2' SD /COD 3'-0" 206b 3Y2 •BA HROOM 6 206 I q °� Z o A3.31 I I — .J = UTILITY CLOSET 210 2 - -- - -- r 1• � � 2 a I 2 A3,32 y � • • DINING ROOM E-- 215 ^ CN _N ,n 210 6 6 WD (2) 2 x 7 207a ° 0 I�I -__J �__ -J TILE 6 6 x 7 Q Q W Q cc I 6 � N O C? I I WASHER/ I x 7 - - - - CPT LO N J O ° • � L- c: CV \ \ OPEN TO / ENTRY r— DRYER STACK L SDI :0 -� r- w \ BELOW/ — — I I I Q • O > L I I I � I J LIVING / \ MASTER 209 O ROOM a CLOSET q W - 215 0 214 D `� 6 6 209 2 x 7 MASTER N I 90x 80 BEDROOM •207 I ROOF DRAIN LEADER _ STUB GAS FOR BQ DRIP THROUGH D- ECK FINISH 214 \ I 207b 'O o 26x 76 12 °x 8° N _N O ROOF DRAIN DRIP THROUGH NJ LEADER MASTER I uj FFE: 8324' -4" •o � 2' -0" 2' -1X2' 9' -0". 4' -0Y2' 3' -5 %a" 12'.10" 3' -5%4" 7_0„ 7' -0" 4'- 33/4" 12'.0" 4' -3Y4" 52 52 52 6„ 6, 52' 5Y2 52 6.. L ISSUED FOR: DATE: SCHEMATIC DESIGN 1.16.14 TOV CONCEPTUAL 2.24.14 1 A3.31 DESIGN DEVELOPMENT 4.1.14 TOV FINAL DRB REVIEW 4.14.14 UPPER LEVEL PLAN �12SCALE: 1/4" = V -0" FLOOR AREA CALCULATIONS: LOWER LEVEL 1,657 SQ. FT. UPPER LEVEL 2,369 SQ. FT. LIVABLE AREA 4,026 SQ. FT. RCHITECT, LLC. GARAGE AREA 694 SQ. FT. "J ALL RIGHHS RESERVED. SCALE: 1/4 "= 1' -0" DRAWN: GENERAL NOTES: 1. PLAN ELEVATIONS REFERENCE ACTUAL SURVEY ELEVATIONS 2. GRID LINES ARE CENTERLINE OF 5Y2' WALL PROJECT #: 1401 UNLESS OTHERWISE DIMENSIONED SHEET TITLE: FLOOR PLANS 3. DIMENSIONED WALL OPENINGS ARE NOMINAL DIMS. U.O.N. COORDINATE INTERMEDIATE POST DIMS. WITH WINDOW MANUFACTURER ROUGH OPENING DIMENSIONS. 4. SMOKE DETECTORS TO BE INTERCONNECTED PER IRC CODE 5. CARBON MONOXIDE DETECTORS TO BE INSTALLED PER IRC R315 A2m Approved by the Design Review Board TOWN OF VA19L By Joe Batcheller at 2:03 pm, May 08, 2014 E 0 c� 1 A3,32 c� a 1 1 1 1 E 5 A4.34 40 A4.33 03 A4.32 2 A4.31 1 15' -7%2' 9' -5" 8' -5%2'' 28' -6'/2' o m mD !r mD E 1 ' -0" 2' -0" � _ 2' -0" N = 2' 0" > 1 2 L I?' I?' LOT 3 BUILDING ENVELOPE LINE 2 � A6.12 0_ o_ A6.12 L0 Ai In • o -' `O I LOT 3 SETBA K LINE o - co Q — — — — — — — — — — — — — — — — — — — — — — — — — N U LU-- I I 7 ��y I •3 I I I I I I • I A6.12 � I Ij jl I clI • 20 I I FEE �D I I I I I 10 Wm d c'0 g NJ 3 Z 2 A3.31 I I I A6.12 2 0 to CO I I — I A3,32 0 , I ROO _ STANDING SEA I I m o METAL - TYPICAL ETAL OOF TYPICAL I I W co m I m cc ~m I I y 0 rn� - -- --- m� O 3 wm 6.12 _ I M ST NDIN SEA N METAL C 4,P FINISH I c N 2 I II N " ' 6.11 W I I I O ERFR MED ROOF I B ILDIN OU LINE • CRICKET I "' I I I I B LOW- YP. I I I I I I -- -- -- - ------------ = - - - -- - -- -- - -- - -- -- - - - -r - -- -- - -'- - -- - — - - -- — — — — — — — — = — — — — — — - -- I I NJ 2 mm rD q o � -- — I o co A6.12 LIVING DECK w m BELOW 4 m m 2 co = m W m 12 2' -0" 1 MASTER DECK BELOW m N m m r 0 T. 1" DIA. PAINTED PAINTED METAL 2.0 7G 1 "DIA. PAINTD PAINTED METAL METAL SNOWFENCE GUTTER SYSTEM AND 5Y2 , m METAL SNOV�'FENCE GUTTER SYSTEM AND , _ BAR W/ SEAM CLIPS DRAIN LEADERS BAR W /SEAM CLIPS DRAIN LEADERS ISSUED FOR: DATE: RE: DETAIL RE: DETAIL SCHEMATIC DESIGN 1.16.14 TOV CONCEPTUAL 2.24.14 1 A3.31 DESIGN DEVELOPMENT 4.1.14 TOV FINAL DRB REVIEW 4.14.14 ROOF PLAN �11SCALE: 1/4" = 1' -0" 2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 1/4 "= Y -0" DRAWN: GENERAL NOTES: 1. PLAN ELEVATIONS REFERENCE ACTUAL SURVEY ELEVATIONS 2. GRID LINES ARE CENTERLINE OF 5y2' WALL PROJECT #: 1401 UNLESS OTHERWISE DIMENSIONED SHEET TITLE: ROOF PLAN 3. DIMENSIONED WALL OPENINGS ARE NOMINAL DIMS. U.O.N. COORDINATE INTERMEDIATE POST DIMS. WITH WINDOW MANUFACTURER ROUGH OPENING DIMENSIONS. 4. SMOKE DETECTORS TO BE INTERCONNECTED PER IRC CODE 5. CARBON MONOXIDE DETECTORS TO BE INSTALLED PER IRC R315 A2m33 0 Approved by the Design Review Board TOWN OF VAI I� _ By Joe Batcheller at 2:03 pm, May 08, 2014 OPEN STEEL GUARDRAI ,,k UPPER LEVEL FFE: 8324' -6" EXPOSED STEEL PIP COLUMN - PAINTED FINISI 4 LOWER LEVEL FFE: 8313' -6" GARAGE LEVEL FFE: 8313' -0" • 4 o A5.31 11 O M A5.31 C%371 A\ 3.31 I SCALE: 1/4" = l' -0" DATE: 1 / �I O 11 A5.31 �I �I MUN 4.14.14 �I C? MllMI 2 C? A5.31 � 10 4 3 C%371 A\ 3.31 I SCALE: 1/4" = l' -0" DATE: 1 / �I O 11 A5.31 �I �I MUN 4.14.14 �I MllMI 2 C? A\ 3.31 I SCALE: 1/4" = l' -0" 0 5.31 8 (y) A5.31 / A51 o \ / DATE: 1 / �I O 11 A5.31 �I �I MUN 4.14.14 �I MllMI 2 C? A5.31 � 10 4 3 0 5.31 8 (y) A5.31 / A51 o \ / O DATE: <h .. �I O 11 A5.31 O DATE: SCHEMATIC DESIGN .. �I I I �I �I MUN 4.14.14 �I MllMI GUARDRAIL ENATURAL REGIONAL DRY -STACK STONE VENEER 2❑ HORIZONTAL 2x12 WOOD T &G SIDING WITH %2 SQUARE REVEAL 3❑ VERTICAL 2x12 WOOD T &G SIDING WITH %2" SQUARE REVEAL 4❑ VERTICAL 1x12 WOOD T &G SIDING WITH 3/" SQUARE REVEAL ElSTANDING SEAM METAL ROOF - FABRAL PAINTED CHARCOAL GREY 6❑ PAINTED METAL WALL PANEL - FABRAL PAINTED CHARCOAL GREY ❑7 EXPOSED HEAVY TIMBER GENERAL NOTES: 1) ALL WINDOWS AND EXTERIOR DOORS CLAD WOOD 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO BE PAINTED METAL 3) DIMENSIONED WALL OPENINGS ARE NOMINAL. WINDOW REP. TO FIELD VERIFY ALL OPENINGS. 4) EXTEND FOUNDATION WATERPROOF MEMBRANE UP WALL 24" MINIMUM ABOVE GRADE 5) EXTERIOR LOUVERS /VENTS TO BE PAINTED TO MATCH ADJACENT FINISH 6) ALL VENT STACKS TO BE PAINTED TO MATCH ROOF COLOR cl H 0 J Z O U) Q m a 0 cc U) O 3 v O W 9 � W LLI 2 J W ISSUED FOR: DATE: SCHEMATIC DESIGN 1.16.14 TOV CONCEPTUAL 2.24.14 DESIGN DEVELOPMENT 4.1.14 TOV FINAL DRB REVIEW 4.14.14 G. 2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 1/4 "= Y -0" DRAWN: PROJECT #: 1401 SHEET TITLE: ELEVATIONS A3.31 Approved by the Design Review Board TOWN OF UA I L By Joe Batcheller at 2:03 LOWER LEVEL FFE: 8313' -6" OL GARAGE LEVEL FFE: 8313' -0" L L 12 LOT 3 NORTH ELEVATION V/'1J MCI CIC rlCII I CL.I CLI DI ABOVE -PAINT HIGH TO MATCH STONE VENEER r2_`� LOT 3 EAST ELEVATION SCALE: 1/4" = 1' -011 NATURAL REGIONAL DRY -STACK STONE VENEER 2❑ HORIZONTAL 2x12 WOOD T &G SIDING WITH Y' SQUARE REVEAL 3❑ VERTICAL 2x12 WOOD T &G SIDING WITH Y2" SQUARE REVEAL 4❑ VERTICAL 1x12 WOOD T &G SIDING WITH Y$" SQUARE REVEAL STANDING SEAM METAL ROOF - FABRAL PAINTED CHARCOAL GREY 6❑ PAINTED METAL WALL PANEL - FABRAL PAINTED CHARCOAL GREY F7 EXPOSED HEAVY TIMBER GENERAL NOTES: 1) ALL WINDOWS AND EXTERIOR DOORS CLAD WOOD 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO BE PAINTED METAL 3) DIMENSIONED WALL OPENINGS ARE NOMINAL. WINDOW REP. TO FIELD VERIFY ALL OPENINGS. 4) EXTEND FOUNDATION WATERPROOF MEMBRANE UP WALL 24" MINIMUM ABOVE GRADE 5) EXTERIOR LOUVERS /VENTS TO BE PAINTED TO MATCH ADJACENT FINISH 6) ALL VENT STACKS TO BE PAINTED TO MATCH ROOF COLOR cl H 0 J Z O H > Q m a � oc U) O H � 3 v O o � W 9 _j W LLI lqwv L 44 or TT ISSUED FOR: DATE: SCHEMATIC DESIGN 1.16.14 TOV CONCEPTUAL 224.14 DESIGN DEVELOPMENT 4.1.14 TOV FINAL DRB REVIEW 4.14.14 2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DRAWN: PROJECT A- 1401 SHEET TITLE: ELEVATIONS A3.32 Approved by the 0 ' Design Review Board TOWN OF VAIN L By Joe Batcheller at 2:03 pm, May 08, 2014 UPPER LEVEL FFE: 8324' -6" LOWER LEVEL FFE: 8313' -6" GARAGE LEVEL FFE: 8313' -0" STAIR AREA WALL BEYOND 14 SQ. FT. WALL AREA 13 SQ. FT. BELOW GRADE LOT 3 SOUTH ELEVATION A\ 3.31 I SCALE: 1/4" = l' -0" ATIONS LOWER LEVEL: 703 SQ. FT. 417 SQ. FT. 703 SQ. FT. 429 SQ. FT. 2,252 SQ. FT ATIONS SUB - GRADE: 0 SQ. FT. 88 SQ. FT. 535 SQ. FT. 141 SQ. FT. JB -GRADE 764 SQ. FT ERCENTAGE 34.0% TRY AREA -L BEYOND SQ. FT. ALL AREA *�")Q. FT. :LOW RAD E cl H 0 J Z 0 >_ O o m a cc y O cn 3 v O - W � �WW J uj ISSUED FOR: DATE: SCHEMATIC DESIGN 1.16.14 TOV CONCEPTUAL 2.24.14 DESIGN DEVELOPMENT 4.1.14 TOV FINAL REVIEW 4.14.14 G. 2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 1/4 "= 1' -0" DRAWN: PROJECT #: 1401 SHEET TITLE: ELEVATION CALCS 3.31a Approved by the Design Review Board 1 1 1 1 TOWN Of VA! L By Joe Batcheller at 2:03 pm, May 08, 2014 A4.31 A4,32 A4.33 A4.34 E N � U 0 C 0 E U_ L17) d7 `� 0 W CV U � UPPER LEVEL FFE: 8324' -6" cl 703 SQ. FT. WALL AREA 535 SQ. FT. BELOW GRAPE LOWER LEVEL 1 FFE: 8313' -6" OL GARAGE LEVEL FFE: 8313' -0" L L Z LOT 3 NORTH ELEVATION ° H �32SCALE: 1/4" = 1' -0" >_ O D � m a � oc y O � H 3 v O o � W WALL AREA CALCULATIONS LOWER LEVEL: 9 SOUTH ELEVATION 703 SQ. FT. WEST ELEVATION 417 SO. FT. NORTH ELEVATION 703 SQ. FT. W EAST ELEVATION 429 SQ. FT. TOTAL WALL AREA 2,252 SQ. FT. WALL AREA CALCULATIONS SUB - GRADE: SOUTH ELEVATION 0 SQ. FT. WEST ELEVATION 88 SQ. FT. NORTH ELEVATION 535 SQ. FT. EAST ELEVATION 141 SQ. FT. TOTAL WALL AREA SUB -GRADE 764 SQ. FT. BASEMENT CREDIT PERCENTAGE 34.0% W ISSUED FOR: DATE: SCHEMATIC DESIGN 1.16.14 ENTRY AREA STAIR AREA TOV CONCEPTUAL 2.24.14 WALL BEYOND UPPER LEVEL FFE: 8324'76" WALL BEYOND DESIGN DEVELOPMENT 4.1.14 -I- -17 TOV FINAL REVIEW 4.14.14 L 58 SQ. FT. - 14 SQ. FT. 357 SQ. FT. WALL AREA WALL AREA I � - -T_-�7 WALL AREA 0 SQ. FT. I 128 SQ. FT. 13 SQ. FT. 2014 MICHAEL SUMAN RCHITECT, LLC. ALL RIGHTS RESERVED. BELOW / � BELOW GRADE BELOW GRADE LOWER LEVEL GRADE SCALE: 114" = 1' 0" FFE: 8313' -6" DRAWN: OL GARAGE LEVEL PROJECTA 1401 FFE: 8313' -0" - - __________________________ SHEET TITLE: ELEVATION CALCS 2 LOT 3 EAST ELEVATION �32SCALE: 1/4" = 1' -0" A3s Approved by the Design Review Board TOWN OF VAIL f By Joe Batcheller at 2:03 pm, May 08, 2014 E 0 r N n R L i r U i E i LO N • • W L - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -� _ I BUILDING HEIGHT LIMIT LINE I �n IBUILDING ENVELOPE EXPOSED HEAVY TIMBER LINE - TYPICAL GENERAL ASSEMPLY NOTES: EAVE MEMBERS SISTERED ROOF CEILING ASSEMBLY ON TO ROOF RAFTERS - TYPICAL • STANDING SEAM METAL ROOF PANELS RE: STRUCTURE I I • W.R. GRACE ULTRA HIGH TEMP ROOF MEMBRANE OR EQUAL • • STRUCTURAL PLYWOOD SHEATHING OVER (RE: STRUCTURAL) ' • 14" ROOF JOISTS UNLESS NOTED OTHERWISE (RE: STRUCTURAL) I I cl • 2" SPRAY FOAM INSULATION AT BOTTOM SIDE OF SHEATHING R-1 MIN. • 12" BLOWN -IN CELLULOSE INSULATION IN CAVITY-R-45.6 MIN _ (R -58.6 TOTAL) ' • 2 MIL SMART MEMBRAIN VAPOR RETARDER • • 1 x6 T &G DECKING OR DRYWALL PER REFLECTED CEILING PLANS I I FLOOR CEILING ASSEMBLY • SEE PLANS FOR FINISH 1 '- • " GYP -CRETE WITH RADIANT HEAT LOOPS OVER ° 2 • %4' PLYWOOD DECKING OVER • STRUCTURAL MEMBERS(RE: STRUCTURAL) • BLOWN -IN CELLULOSE INSULATION AT JOIST CAVITIES-R-38 MIN. MASTER MASTER BEDROOM • SEE RCP'S FOR CEILING FINISH I I BEDROOM BATHROOM THREE SLAB ON GRADE ASSEMBLY • SEE PLANS FOR FINISH 206 205 204 o , Z • STRUCTURAL CONCRETE SLAB WITH I 0 • HYDRONIC HEAT TUBING OVER V� • RIGID INSULATION-R-10 MIN. OVER OPEN STEEL GUARDRAIL - • 10 MIL POLYETHYLENE VAPOR DIFFUSION RETARDER OVER WITH PAINTED FINISH. EXTEND WATERPROOFING 00 • 4" GRAVEL BALLAST UPPER LEVEL I 24" MIN. ABOVE GRADE - TYP. Q a FFE: 8324' -6" FRAMED EXTERIOR WALLS FRAMED DRIP -THRU DECK WITH 0 0 • 1" BLOWN -IN FOAM INSULATION -6.5 MIN. EXPOSED FRAMING AND H _R • 4.5" BLOWN -IN CELLULOSE INSULATION -17 MIN. (R -23.5 TOTAL) PERIMETER HEAVY TIMBER BEAMS BOULDER RETAINING 0 _R WALL. RE: CIVIL 3 FOUNDATION WALLS EXPOSED STEEL PIPE COLUMN J • DRAIN AND DRY BOARD BY MAR-FLEX R-10 OVER WITH PAINTED FINISH. I SLOPE GRADE AWAY FROM • HOT -FLUID APPLIED WATERPROOFING OVER RE: STRUCTURE BUILDING FOR POSITIVE W • CONCRETE FOUNDATION WALL (RE: STRUCTURAL) GARAGE DRAINAGE -TYP. • 2x FURRING AND INSULATION PER PLAN ON INTERIOR-R-5 MINIMUM 101 4 FRAMED INTERIOR PARTITION WALLS / / J W W • BLOWN -IN CELLULOSE INSULATION °.• CONDITIONED CRAWLSPACE WALLS ° MAR -FLEX DRAIN AND DRY BOARD • CONTINUOUS DRAIN AND DRY BOARD BY MAR- FLEX -10 AT EXTERIOR LOWER LEVEL ° OVER WATERPROOFING AT _R • CONTINUOUS R -5 RIGID INSULATION AT INTERIOR FACE OF WALLS FFE: 8313' -6" _ _ _ FOUNDATION WALL TO GRADE -TYP. GARAGE LEVEL ; •. FFE: 8313' -0" ° . O FILTER FABRIC AROUND J COURSE GRAVEL • EXISTING GRADE LINE CONCRETE SLAB ON GRADE ON AROUND 4" PERFORATED • 10 MIL POLYETHYLENE VAPOR FOUNDATION DRAIN PIPE- T r0 "� . �•.. DIFFUSION RETARDER ON 2" RIGID INSULATION ON 4" GRAVEL I DRAIN TO DAYLIGHT -TYP. i i W ISSUED FOR: DATE: ' SCHEMATIC DESIGN 1.16.14 TOV CONCEPTUAL 2.24.14 II DESIGN DEVELOPMENT 4.1.14 ' TOV FINAL REVIEW 4.14.14 I1 MASTER CROSS SECTION I �31SCALE: 1/4" = 1' -0" GENERAL NOTES: • SPRING HEIGHT DIMENSIONS FROM FINISH FLOOR ELEVATIONS • SEE SPECS AND DETAILS FOR ADDITIONAL WATERPROOFING INFORMATION ©2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DRAWN: PROJECT #: 1401 SHEET TITLE: SECTIONS A4s I Approved by the Design Review Board TOWN OF VAI L t By Joe Batcheller at 2:03 pm, May 08, 2014 E b U r N n � U er U Ci E i i LO W ' • • C7 BUILDING HEIGHT LIMIT LINE w - - - - - - - - - - - - - - - — - - - - — - - - — — — — — — — — — — — — — — — — — — — — — I I �n ] - - - - - - - - - I BUILDING ENVELOPE LINE-TYPICAL GENERAL ASSEMPLY NOTES: ' ROOF CEILING ASSEMBLY I I • STANDING SEAM METAL ROOF PANELS • W.R. GRACE ULTRA HIGH TEMP ROOF MEMBRANE OR EQUAL 4 • • STRUCTURAL PLYWOOD SHEATHING OVER (RE: STRUCTURAL) • 14" ROOF JOISTS UNLESS NOTED OTHERWISE (RE: STRUCTURAL) I I cl • 2" SPRAY FOAM INSULATION AT BOTTOM SIDE OF SHEATHING R-1 MIN. "` • 12" BLOWN -IN CELLULOSE INSULATION IN CAVITY-R-45.6 MIN _ (R -58.6 TOTAL) ' • 2 MIL SMART MEMBRAIN VAPOR RETARDER • • 1 x6 T &G DECKING OR DRYWALL PER REFLECTED CEILING PLANS FLOOR CEILING ASSEMBLY F ' • SEE PLANS FOR FINISH • 1 2' GYP -CRETE WITH RADIANT HEAT LOOPS OVER I • X" PLYWOOD DECKING OVER EXPOSED HEAVY TIMBER • STRUCTURAL MEMBERS(RE: STRUCTURAL) EAVE MEMBERS SISTERED EXPOSED 6x10 HEAVY • BLOWN -IN CELLULOSE INSULATION AT JOIST CAVITIES-R-38 MIN. ON TO ROOF RAFTERS - TYPICAL TIMBER BEAM • SEE RCP'S FOR CEILING FINISH RE: STRUCTURE I OPEN TO I LIVING AREA SLAB ON GRADE ASSEMBLY • SEE PLANS FOR FINISH `� BEYOND ^ Z • STRUCTURAL CONCRETE SLAB WITH I I O • HYDRONIC HEAT TUBING OVER H • RIGID INSULATION-R-10 MIN. OVER • 10 MIL POLYETHYLENE VAPOR DIFFUSION RETARDER OVER SLOPE GRADE AWAY FROM BUILDING FOR POSITIVE � O • 4" GRAVEL BALLAST UPPER LEVEL ° ° _ DRAINAGE -TYP. m a 83 FFE: 24' -6" 1 / • cc FRAMED EXTERIOR WALLS "BLOWN o ' H O • 1 -IN FOAM INSULATION _R -6.5 MIN. BOULDER RETAINING H • 4.5" BLOWN -IN CELLULOSE INSULATION _R -17 MIN. (R -23.5 TOTAL) I �� WALL. RE: CIVIL STAIR 3 FOUNDATION WALLS 201 1 O • DRAIN AND DRY BOARD BY MAR-FLEX-R- 10 OVER I ENTRY OPEN Q SEE PLANS FOR FURRING Q a • HOT -FLUID APPLIED WATERPROOFING OVER AND INSULATION LOCATIONS W > • CONCRETE FOUNDATION WALL (RE: STRUCTURAL) • 2x FURRING AND INSULATION PER PLAN ON INTERIOR R-5 MINIMUM BEYOND AT FOUNDATION WALLS FRAMED INTERIOR PARTITION WALLS J W W • BLOWN -IN CELLULOSE INSULATION • STORAGE • ROOM • CONDITIONED CRAWLSPACE WALLS . : 10 4 MAR -FLEX DRAIN AND DRY BOARD • CONTINUOUS DRAIN AND DRY BOARD BY MAR-FLEX R-10 AT EXTERIOR LOWER LEVEL I a'. OVER WATERPROOFING AT • CONTINUOUS R -5 RIGID INSULATION AT INTERIOR FACE OF WALLS FFE: 8313' -6" FOUNDATION WALL TO GRADE -TYP. GARAGE LEVEL FFE: 8313' 0 Jl ... .: -0" O FILTER FABRIC AROUND — — — — — — — — — — — — — -- — — — —. — — — — — — — — — — — — — — �� EXISTING GRADE LINE CONCRETE SLAB ON GRADE ON FRAMED STAIR 10 MIL POLYETHYLENE VAPOR AT LOWER RUN � J COURSE GRAVEL AROUND 4" PERFORATED FOUNDATION DRAIN PIPE - — — — I �� DIFFUSION RETARDER ON DRAIN TO DAYLIGHT -TYP. I 2" RIGID INSULATION ON 4" GRAVEL i i W ISSUED FOR: DATE: ' SCHEMATIC DESIGN 1.16.14 TOV CONCEPTUAL 2.24.14 II ' DESIGN DEVELOPMENT 4.1.14 TOV FINAL REVIEW 4.14.14 I1 ENTRY CROSS SECTION I �31SCALE: 1/4" = 1' -0" GENERAL NOTES: • SPRING HEIGHT DIMENSIONS FROM FINISH FLOOR ELEVATIONS • SEE SPECS AND DETAILS FOR ADDITIONAL WATERPROOFING INFORMATION ©2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DRAWN: PROJECT A- 1401 SHEET TITLE: SECTIONS A4E Approved by the i Design Review Board i TOWN OF VAIL' By Joe Batcheller at 2:03 pm, May 08, 2014 i i i / / / / / / / / / E 0 / / b U / / r N n � U Ci E i i L0 I BUILDING HEIGHT LIMIT LINE I N U5 V S!5 -- - - -- EXPOSED HEAVY TIMBER _ - - - - - - — - - - - - - - ------------- EAVE MEMBERS SISTERED \'�__ • ON TO ROOF RAFTERS - TYPICAL I _ BUILDING ENVELOPE RE: STRUCTURE LINE - TYPICAL GENERAL ASSEMPLY NOTES: ' ROOF CEILING ASSEMBLY I I • STANDING SEAM METAL ROOF PANELS • W.R. GRACE ULTRA HIGH TEMP ROOF MEMBRANE OR EQUAL • • STRUCTURAL PLYWOOD SHEATHING OVER (RE: STRUCTURAL) ' • 14" ROOF JOISTS UNLESS NOTED OTHERWISE (RE: STRUCTURAL) I _ I cl • 2" SPRAY FOAM INSULATION AT BOTTOM SIDE OF SHEATHING _R -13 MIN. • 12" BLOWN -IN CELLULOSE INSULATION IN CAVITY-R-45.6 MIN. (R -58.6 TOTAL) r • 2 MIL SMART MEMBRAIN VAPOR RETARDER • 1 x6 T &G DECKING OR DRYWALL PER REFLECTED CEILING PLANS I I FLOOR CEILING ASSEMBLY � > ' • SEE PLANS FOR FINISH �0 • • 1 2' GYP -CRETE WITH RADIANT HEAT LOOPS OVER I I �3 /4 PLYWOOD DECKING OVER LIVING OPEN TO • • STRUCTURAL MEMBERS(RE: STRUCTURAL) ROOM DINING KITCHEN • BLOWN -IN CELLULOSE INSULATION AT JOIST CAVITIES-R-38 MIN. F2_131 BEYOND 211 • SEE RCP'S FOR CEILING FINISH I I SLAB ON GRADE ASSEMBLY • SEE PLANS FOR FINISH - • Z • STRUCTURAL CONCRETE SLAB WITH I I O • HYDRONIC HEAT TUBING OVER �ASFREPA�E H • RIGID INSULATION -10 MIN. OVER EXTEND WATERPROOFING _R • 10 MIL POLYETHYLENE VAPOR DIFFUSION RETARDER OVER J 24" MIN. ABOVE GRADE - TYP. O • 4" GRAVEL BALLAST UPPER LEVEL I I D a FFE: 8324' -6" ? FRAMED EXTERIOR WALLS H • 1" BLOWN -IN FOAM INSULATION _R -6.5 MIN. BOULDER RETAINING H • 4.5" BLOWN -IN CELLULOSE INSULATION _R -17 MIN. (R -23.5 TOTAL) I WALL. RE: CIVIL O 3 v FOUNDATION WALLS OG ch • DRAIN AND DRY BOARD BY MAR-FLEX-R- 10 OVER I � "�.il I SLOPE GRADE AWAY FROM • HOT -FLUID APPLIED WATERPROOFING OVER BEDROOM CLOSET BATH BUILDING FOR POSITIVE W 49 • CONCRETE FOUNDATION WALL (RE: STRUCTURAL) ONE HALL 9 -' TWO °dell DRAINAGE -TYP. • 2x FURRING AND INSULATION PER PLAN ON INTERIOR-R-5 MINIMUM 1 109 1 Fl-07 14 115 FRAMED INTERIOR PARTITION WALLS W W • BLOWN -IN CELLULOSE INSULATION CONDITIONED CRAWLSPACE WALLS MAR -FLEX DRAIN AND DRY BOARD • CONTINUOUS DRAIN AND DRY BOARD BY MAR-FLEX-R-10 AT EXTERIOR LOWER LEVEL I OVER WATERPROOFING AT • CONTINUOUS R -5 RIGID INSULATION AT INTERIOR FACE OF WALLS Y FFE: 8313' -6" ;..i FOUNDATION WALL TO GRADE -TYP. T GARAGE LEVEL GA _ FFE: 8313' -0" . 17)� FILTER FABRIC AROUND ��� COURSE GRAVEL • EXISTING GRADE LINE CONCRETE SLAB ON GRADE ON AROUND 4" PERFORATED - - - - - - 10 MIL POLYETHYLENE VAPOR FOUNDATION DRAIN PIPE- - DIFFUSION RETARDER ON 2" RIGID INSULATION ON 4" GRAVEL I DRAIN TO DAYLIGHT -TYP. i i W ISSUED FOR: DATE: ' SCHEMATIC DESIGN 1.16.14 TOV CONCEPTUAL 224.14 II ' DESIGN DEVELOPMENT 4.1.14 TOV FINAL REVIEW 4.14.14 LIVING /KITCHEN CROSS SECTION I A4.33 SCALE: 1/4" = 1' -0" GENERAL NOTES: • SPRING HEIGHT DIMENSIONS FROM FINISH FLOOR ELEVATIONS • SEE SPECS AND DETAILS FOR ADDITIONAL WATERPROOFING INFORMATION ©2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DRAWN: PROJECT A- 1401 SHEET TITLE: SECTIONS A4E Approved by the Design Review Board TOWN Of VAJ L i By Joe Batcheller at 2 :03 pm, May 08, 2014 / / / / / / / / / / / / / E / r N / R L / E / BUILDING HEIGHT LIMIT LINE N 0 • / • W U / / • / / / / S!5 / / • • / I BUILDING ENVELOPE LINE - TYPICAL GENERAL ASSEMPLY NOTES: ROOF CEILING ASSEMBLY • • STANDING SEAM METAL ROOF PANELS ' • W.R. GRACE ULTRA HIGH TEMP ROOF MEMBRANE OR EQUAL EXPOSED HEAVY TIMBER I cl • STRUCTURAL PLYWOOD SHEATHING OVER (RE. STRUCTURAL) EAVE MEMBERS SISTERED • 14" ROOF JOISTS UNLESS NOTED OTHERWISE (RE: STRUCTURAL) ON TO ROOF RAFTERS - TYPICAL ' • 2" SPRAY FOAM INSULATION AT BOTTOM SIDE OF SHEATHING_ R -13 MIN. RE: STRUCTURE = _ ' • 12" BLOWN -IN CELLULOSE INSULATION IN CAVITY-R-45.6 MIN. (R -58.6 TOTAL) • 2 MIL SMART MEMBRAIN VAPOR RETARDER • 1 x6 T &G DECKING OR DRYWALL PER REFLECTED CEILING PLANS ' FLOOR CEILING ASSEMBLY • SEE PLANS FOR FINISH i� DINING • • 1 !"GYP-CRETE WITH RADIANT HEAT LOOPS OVER • X" PLYWOOD DECKING OVER �2 ROOM DEN ' • STRUCTURAL MEMBERS(RE: STRUCTURAL) I 214 216 I • BLOWN -IN CELLULOSE INSULATION AT JOIST CAVITIES-R-38 MIN. ° • SEE RCP'S FOR CEILING FINISH o • Z SLAB ON GRADE ASSEMBLY EXTEND WATERPROOFING • SEE PLANS FOR FINISH • STRUCTURAL CONCRETE SLAB WITH OPEN STEEL GUARDRAIL - 24" MIN. ABOVE GRADE -TYP. V� ; • HYDRONIC HEAT TUBING OVER WITH PAINTED FINISH. O • RIGID INSULATION R-10 MIN. OVER UPPER LEVEL G G a • 10 MIL POLYETHYLENE VAPOR DIFFUSION RETARDER OVER FFE: 8324' -6" m • 4" GRAVEL BALLAST FRAMED DRIP -THRU DECK WITH / O EXPOSED FRAMING AND H FRAMED EXTERIOR WALLS PERIMETER HEAVY TIMBER BEAMS / BOULDER RETAINING J V% Q • 1" BLOWN -IN FOAM INSULATION - R-6.5 MIN. FAMILY BEDROOM / WALL. RE: CIVIL V • 4.5" BLOWN -IN CELLULOSE INSULATION -17 MIN. (R -23.5 TOTAL) EXPOSED STEEL PIPE COLUMN ROOM TWO O _R WITH PAINTED FINISH. 11 2-1 1 113 SLOPE GRADE AWAY FROM a FOUNDATION WALLS RE: STRUCTURE / / BUILDING FOR POSITIVE W > • DRAIN AND DRY BOARD BY MAR- FLEX _R -10 OVER / / DRAINAGE -TYP. � • HOT -FLUID APPLIED WATERPROOFING OVER • CONCRETE FOUNDATION WALL (RE: STRUCTURAL) J • 2x FURRING AND INSULATION PER PLAN ON INTERIOR R-5 MINIMUM I FRAMED INTERIOR PARTITION WALLS ° • BLOWN -IN CELLULOSE INSULATION MAR -FLEX DRAIN AND DRY BOARD •a � LOWER LEVEL / / � � OVER WATERPROOFING AT CONDITIONED CRAWLSPACE WALLS FFFE: 8313' -6" /— �� FOUNDATION WALL TO GRADE -TYP. • CONTINUOUS DRAIN AND DRY BOARD BY MAR-FLEX R-10 AT EXTERIOR GARAGE LEVEL •.a .. < . , , : - ; • ; : ° - • •CONTINUOUS R -5 RIGID INSULATION AT INTERIOR FACE OF WALLS FFE: 8313' -0" °. FILTER FABRIC AROUND COURSE GRAVEL °. CONCRETE SLAB ON GRADE ON EXISTING GRADE LINE AROUND 4" PERFORATED 10 MIL POLYETHYLENE VAPOR PROPOSED GRADE LINE FOUNDATION DRAIN PIPE- T ��., I� I I' •° • DIFFUSION RETARDER ON 2" RIGID INSULATION ON 4" GRAVEL BEYOND I DRAIN TO DAYLIGHT -TYP. i i W ISSUED FOR: DATE: ' SCHEMATIC DESIGN 1.16.14 TOV CONCEPTUAL 2.24.14 II ' DESIGN DEVELOPMENT 4.1.14 TOV FINAL REVIEW 4.14.14 DINING /FAMILY CROSS SECTION I A4.34 SCALE: 1/4" = 1' -0" GENERAL NOTES: • SPRING HEIGHT DIMENSIONS FROM FINISH FLOOR ELEVATIONS • SEE SPECS AND DETAILS FOR ADDITIONAL WATERPROOFING INFORMATION ©2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DRAWN: PROJECT A- 1401 SHEET TITLE: SECTIONS A4s34 GRID GRID A 5%2' 5/2' '"EXTERIOR SHEATHING TYVEK HOUSEWRAP (WRB) BLACK BUILDING PAPER GRID HORIZONTAL 2x12 WOOD T&G SIDING WITH %2' SQUARE REVEAL - VERTICAL 1x12 WOOD T&G STAIN FINISH ;.. SEALANT AND BACKER AROUND PERIMETER SIDING WITH %2' SQUARE REVEAL- STAIN FINISH OF WINDOW UNIT AT HEAD AND JAMBS s" F n 2x WOOD TRIM a GYPSUM BOARD 1 x WD. BLOCKING - TYP. �` ; ' DRAIN BOARD OVER i°. L -STAIN FINISH Q J \ FRAMING PACK - :. ;; 2 EXTERIOR SHEATHING I .' t ; TYVEK HOUSEWRAP (WRB) / �^ ;; N RE. STRUCTURE !.:_ p 2' SHEATHING -TYP. VAPOR DIFFUSION PAINTED METAL WINDOW ':: ,'' STONE VENEER GRACE SELF - ADHERED RETARDER FLASHING WITH HE DRIP EDGE j" 6 MIL POLYETHYLENE VAPOR DIFFUSION ; . :' VAPOR DIFFUSION RETARDER W/ FLUSH MORTAR JOINTS VAPOR DIFFUSION FLASHING ;. RETARDER ti I ,. / / RETARDER •:: '.,. 8 ' GYPSUM BOARD .. I. 8 'GYPSUM BOARD / /s „ 8 GYPSUM BOARD m / WINDOW UNIT ` 2x6 EXTERIOR FRAME WALL WITH INSULATION 2x6 EXTERIOR FRAME WALL WITH INSULATION / 2x6 EXTERIOR FRAME L0 co PAINTED METAL WINDOW ; . WALL WITH INSULATION co FLASHING WITH HEMMED DRIP EDGE a • W n`U W - 10 DETAIL VERTICAL WOOD DIVIDE WINDOW HEADER -SEE STRUCTURAL FOR DETAILS I' WINDOW HEADER -SEE STRUCTURAL FOR DETAILS �� WINDOW HEADER -SEE A5.31 SCALE: 3" = V -0" 2x12 WINDOW HEAD TRIM- STRUCTURAL FOR DETAILS STAIN FINISH TO MATCH ADJACENT SIDING 2x6 WINDOW HEAD TRIM - ` STEEL ANGLE LINTEL TO -SHOP STAIN FINISH TO MATCH PRIMED AND TENEMIC PAINTED DRYWALL RETURN ADJACENT SIDING ;''. f DRYWALL RETURN TO MATCH STONE. SEE STRUCTURAL FOR DETAILS / SEALANT AND BACKER SEALANT AND BACKER DRYWALL RETURN AROUND PERIMETER AROUND PERIMETER METAL WINDOW OF WINDOW UNIT AT WINDOW UNIT OF WINDOW UNIT AT FLASHING WITH HEMMED cl HEAD AND JAMBS HEAD AND JAMBS DRIP EDGE WINDOW UNIT WINDOW UNIT SEALANT AND BACKER JAMB LINE BEYOND JAMB LINE BEYOND SEALANT AND BACKER AROUND PERIMETER AROUND PERIMETER OF WINDOW � JAMB LINE BEYOND OF WINDOW UNIT AT HEAD AND JAMBS 7 HEAD DETAIL VERTICAL SIDING 4 HEAD DETAIL HORIZ. SIDING UNIT AT HEAD AND JAMBS 2x WOOD TRIM s, .:... $' GYPSUM BOARD A5.31 SCALE: 3" = V -0" 5'/2 A5.31 SCALE: 3" = V -0" 5/2' STONE JAMB LINE BEYOND HEAD DETAIL STONE WALL O 1 - STAIN FINISH SUPPORT HEADER - A5.31 SCALE: 3" = V -0" w RE: STRUCTURE BLACK BUILDING PAPER TYVEK HOUSEWRAP (WRB) i 2 SHEATHING -TYP. I„ VAPOR DIFFUSION ., ;: •.. GRACE SELF - ADHERED RETARDER 1 x WD. BLOCKING - TYP. 6 MIL POLYETHYLENE EXTERIOR SHEATHING VAPOR DIFFUSION FLASHING I''. VAPOR DIFFUSION RETARDER SEALANT AND BACKER Z VERTICAL 1 x12 WOOD T&G : • RETARDER 17 I. AROUND PERIMETER WINDOW UNIT O SIDING WITH %2' SQUARE REVEAL- I•; ;• OF WINDOW UNIT AT H STAIN FINISH 8" GYPSUM BOARD [: 5" GYPSUM BOARD HEAD AND JAMBS ': ' SILL LINE BELOW Q GRACE SELF - ADHERED STONE SILL LINE BELOW WINDOW UNIT FLASHING ' GRACE SELF - ADHERED H 2' EXTERIOR SHEATHING ;:: 2xb EXTERIOR FRAME FLASHING 2xb EXTERIOR FRAME I:. WALL WITH INSULATION I WALL WITH INSULATION DRYWALL WINDOW RETURN H Q DETAIL HO IZONTAL WOOD DIVIDE 11 A5.31 SCALE: 3" = 1' -0" VERTICAL 2x12 WOOD T&G '' STONE VENEER //� W 2x6 WINDOW JAMB TRIM - W/ FLUSH MORTAR JOINTS STAIN FINISH TO MATCH SIDING WITH %2' SQUARE REVEAL- ADJACENT SIDING STAIN FINISH / 2x6 EXTERIOR FRAME W • WALL WITH INSULATION W ' � • ���� ° •` � DRYWALL RETURN � DRYWALL RETURN SEALANT AND BACKER VAPOR DIFFUSION RETARDER SEALANT AND BACKER AROUND PERIMETER WINDOW UNIT SEALANT AND BACKER AROUND PERIMETER WINDOW UNIT DRAIN BOARD OVER (WRB) TYVEK HOUSEWRAP WRB / � •,• / GYPSUM BOARD a AROUND PERIMETER OF WINDOW UNIT AT OF WINDOW UNIT AT //� OF WINDOW UNIT AT lx INTERIOR CORNER HEAD AND JAMBS HEAD AND JAMBS SILL LINE BELOW HEAD AND JAMBS WINDOW TRIM VAPOR DIFFUSION RETARDER 6 2'SHEATHING -TYP. 2 $ JAMB DETAIL VERTICAL SIDING 5 JAMB DETAIL HORIZ. SIDING to"2 JAMB DETAIL STONE WALL w Q 6 A5.31 SCALE: 3" = V -0" A5.31 SCALE: 3" = V -0" __j -2 A5.31 SCALE: 3" = V -0" uj Q > U-1 GRACE SELF - ADHERED FLEXIBLE PAN FLASHING AT 6 FRONT,TOP, AND BACK OF SILL. FLASHING 2 JAMB LINE BEYOND CARRY UP JAMB WALLS JAMB LINE BEYOND b" MINIMUM. 2x TRIM CORNER TRIM- 9�5� PAN FLASHING AT FRONT,TOP, FLEXIBLE PAN FLASHING AT JAMB LINE BEYOND MATCH ADJACENT SIDING- AND BACK OF SILL. CARRY WINDOW UNIT WINDOW UNIT FRONT,TOP, AND STAIN FINISH VA�IES WINDOW UNIT UP JAMB WALLS 6" MINIMUM. BACK OF SILL. CARRY UP JAMB WALLS 6" MINIMUM. ISSUED FOR: DATE: PER PLANS NAILING FIN -TYP. DRYWALL WINDOW RETURN DRYWALL WINDOW WINDOW UNIT SCHEMATIC DESIGN 1.16.14 ' °: RETURN STONE JAMB LINE BEYOND — TOV CONCEPTUAL 2.24.14 NAILING FIN -TYP. DESIGN DEVELOPMENT 4.1.14 12 DETAIL CORNER WINDOWS IN WD �' DRYWALL WINDOW RETURN A5.31 SCALE: 3" = 1' -0" 2x12 WINDOW SILL TRIM- STAIN FINISH 2x6 WINDOW SILL TRIM- ;:•: ;Y ., j TOVFINALDRBREVIEW 4.14.14 STAIN FINISH TO MATCH SILL STONE SLOPED v ADJACENT SIDING -. FOR POSITIVE DRAINAGE I• GRACE SELF - ADHERED FLASHING 2x6 EXTERIOR FRAME : 2x6 EXTERIOR FRAME / WALL WITH INSULATION GRACE SELF - ADHERED � �•I•. j. WALL WITH INSULATION 3/'/ //, FLASHING •`:' I= STONE VENEER ( 8" GYPSUM BOARD 4. 8' GYPSUM BOARD W/ FLUSH MORTAR JOINTS P } 2x6 EXTERIOR FRAME /� 2014 MICHAEL SUMAN ARCHITECT, LLC. Oc ALL RIGHTS RESERVED. I:...• :. WALL WITH INSULATION "= AT SIM. EXTEND WATERPROOF SCALE. 3 1'-0" —77 ;' : MEMBRANE TO UNDERSIDE �� ; ..• %8' GYPSUM BOARD DRAWN: lx WD. BLOCKING - TYP. 6 MIL POLYETHYLENE TYVEK HOUSEWRAP (WRB) :,' VAPOR DIFFUSION OF WINDOW SILL VAPOR DIFFUSION : RETARDER HOME SLICKER 10 RAINSCREEN I BLACK BUILDING PAPER RETARDER HORIZONTAL 2x12 WOOD T&G .• OVER TYVEK HOUSEWRAP (WRB) RETAORDERIFFUSION PROJECT #: 1401 5/2, SIDING WITH %2' SQUARE REVEAL- 5 /z' :: SHEETTITLE: WINDOWDETAILS VERTICAL 1x12 WOOD T&G STAIN FINISH SIDING WITH %2 SQU L- 3 SILL DETAIL STONE WALL STAIN FIN A5.31 SCALE: 3" = 1' -0" A5s 9 SILL DETAIL VERTICAL SIDING 6 SILL DETAIL HORIZ. SIDING A5.31 SCALE. 3" = V -0" A5.31 SCALE: 3" = 1' -0" 2X6 WALL WITH INSULATION CONCRETE FOUNDATION WALL - EXTERIOR SHEATHING SEE STRUCTURAL FOR DETAILS GYPSUM BOARD OVER VAPOR RETARDER- I I TYVEK HOUSEWRAP (WRB) I HOT FLUID APPLIED WATERPROOFING I I I I I I Q Ix OR 2x WOOD FRAME FURRING WALL WHERE SHOWN IN PLAN -MIN. R -9 SEAL AT EDGE AND I I TO LAP OVER WATERPROOF MEMBRANE MEMBRANE AT ALL BELOW GRADE FOUNDATION WALLS PENETRATIONS i 2xb WALL WITH ' EXTERIOR CLADDING -SEE ELEVATIONS I I I 1 I I Q INSULATION I VAPOR RETARDER AT INTERIOR z' EXTERIOR SHEATHING I %a" GYPSUM BOARD OVER 6 MIL SIDE OF FOUNDATION WALLS a POLYETHYLENE VAPOR RETARDER -SEAL AT EDGE AND PRESSURE TREATED BOTTOM PLATE 0 r t PENETRATIONS MAR -FLEX 2%" DRAIN — 1 1 1 1 TAPERED RIGID INSULATION U BLACK BUILDING PAPER I I PAINTED METAL FLASHING AND DRY BOARD (R -10) � I 1 1 Q ISOLATION JOINT I` q VERTICAL 1 x12 WOOD T &G I I BACKER ROD AND SEALANT �`> — 3 /q' INTERIOR FLOOR FINISH E y SIDING WITH %2'SQUARE REVEAL- I ... :..:;:.:.:..:t,....: :..• 1 f STAIN FINISH I 2 I Ix HORIZONTAL STRIPS I z�' \— 11 a E BLOCKING -TYP. i b b ������ '�C� Q Q a 5" CONC. SLAB ON > J:2 / 4" SLAB STONE WALL CAP �— �— y 1 1 1 GRADE WITH Q Ix VERTICAL CORNER BLOCKING - TYP. 6 2 . ° / FILTER FABRIC " �% �� �% �% 1 _ _� _� _ _ _ 1 I a HEATTOUBING O OO 0 C3 Lo No ____________________________ ----- - - - - -- /7 —� fp i 77 O BUTT JOINT _ /2' DRYSTACK NATURAL STONE VENEER CONCRETE FOOTING- y SEE STRUCTURAL FOR DETAILS DRAIN BOARD OVER COARSE GRAVEL �- s BUILDING CORNER DETAIL VERTICAL SIDING TYVEK HOUSEWRAP (WRB) A6.31 SCALE: 3" = V -0" 3 SECTION DETAIL VENEER CAP 4 -INCH PERFORATED ���� Q 4" GRAVEL DRAINAGE LAYER A6.31 SCALE: 3" = V -0" DRAIN PIPE \\> � Sul Q 10 -MIL POLYETHYLENE VAPOR HEAVY DUTY OVERHEAD DOOR SYSTEM % \�C, A� \�� ABC; ABC, Q DIFFUSION RETARDER. TURN UP INSIDE OF WALLS AND SEAL TO WALLS. cl SEAL ALL LAPS AND PENETRATIONS. � � HORIZONTAL WOOD SIDING TOv MATCH HORIZONTAL WOOD ?;�Ev>`�(v>;�(Y>�(Y>;�( ���� ���� �C � �C� a 2" CONTINUOUS RIGID INSULATION (R -15) UNDER SLAB TAPERED TO 1" AT END SIDING - 2 ON ELEVATIONS CONCRETE FOOTING - INTERIOR STEEL JAMB BEYOND ������ SEE STRUCTURAL FOR DETAILS � � � DETAIL FNDTN DRAIN SYSTEM 1 1Y4" SEE ELEVATIONS FOR DOOR A6.31 SCALE: 3" = V -0" T DESIGN EDGE JAMB %4 3'4 '2 3'4" AL Z M AUTOMATIC DOOR GASKET O H 3/4' INTERIOR FLOOR 23/„ FOR WEATHER SEAL ALONG n FINISH BOTTOM LENGTH OF DOOR EXTERIOR TILE THRESHOLD FOR PROPER �'. 1 I li o 6" STUD WALL - TYP. SEAL OF GASKET EXTERIOR TILE FINISH �..•I II /� H WITH RADIANT SNOW -1 3 HEAVY DUTY OVERHEAD DOOR SYSTEM Q d a= MELT LOOPS IN MORTAR Oa ` i n II 0 gnu �° BED. SLOPED AWAY FROM a as 4 a THRESHOLD 8' PER FOOT `.i ib _e STONE VENEER W ' 4 HOT FLUID APPLIED ii l J a WATERPROOFING. CARRY 1 :�.I n II z W HORIZONTAL WOOD SIDING TO MATCH HORIZONTAL WOOD INTERIOR STONE Q a a a Q a Q a UP AND OVER FOUNDATION �� ' a { ii IL I ; N SIDING 2 ON ELEVATIONS FINISH ON I II I O - RADIANT FLOOR EXTERIOR CONC. SLAB RE: STRUCT FOR DETAILS ...a II ii o / F- z_ HEAT LOOS IN MORTAR BED a CONC. FOUNDATION ,•.i ;`i ii I / `L WALL II ii or,��� I p WEATHER STRIP AT .:i �YW BOTTOM OF DOOR ;;� LLI � 7 DETAIL GARAGE DOOR 4 DETAIL ENTRY DOOR THRESHOLD /�� A6.31 SCALE: 3" = V -0" A6.31 SCALE. 3" = V -0" ..I +i 111� (4) 2X6 WOOD PACK FOR WATERPROOFING CURB I II CONTINUOUS WATERPROOF MEMBRANE 4" SLAB STONE WALL CAP BLACK BUILDING PAPER %8' GYPSUM BOARD OVER I I ••. i A.i ii ii I - CARRY UP CHIMNEY WALL 24" MIN. METAL FLASHING @ CURB / VAPOR RETARDER- i II I / / / /// /// / / / /// / SEAL AT EDGE AND PENETRATIONS I I ''•-1 II II METAL TIE INTO ROOF FINISH METAL SFL FLASHING / ii ,I •• •� II II ISSUED FOR: DATE: — — — — — — — — — I HORIZONTAL 2x12 WOOD T &G SIDING WITH %2' SQUARE REVEAL- ii SCHEMATIC DESIGN 1.16.14 STAIN FINISH i .:.{ TOV CONCEPTUAL 2.24.14 DESIGN DEVELOPMENT 4.1.14 WATERPROOF 2xb WALL WITH MEMBRANE / 11 � "� INSULATION :••i I ii n TOV FINAL DRB REVIEW 4.14.14 a II z' EXTERIOR SHEATHING 2 j • I II DRAIN BOARD OVER��� WATERPROOFING � / � 2x12 WOOD 6 1 II / CORNER TRIM- i ii I SIDING 1 - DRYSTACK STONE VENEER ATTACHED np p STAIN FINISH TO MATCH ADJACENT SIDING 2;`i ' .4 II 2014 MICHAEL SUMAN ARCHITECT, ALL RIGHTS RESERVED. LLC. TO WALL WITH METAL TIES. iil i "= PROVIDE WEEP HOLES ALONG BUTT BUTT JOINT ----------------------------- SCALE: 3 1'0" LOWEST POINT OF SYSTEM ,� u .1 n DRAWN: CONC WALL- 1 1/4 i I II PROJECT #: 1401 SEE STRUCTURAL FOR DETAILS .�I I :I j "I II I II n SHEET TITLE: EXTERIOR DETAILS s SECTION DETAIL EXTERIOR WALL 5 BUILDING CORNER DETAIL HORIZONTAL SIDING .a A:..' n " 2 DETAIL CHIMNEY CURB A 11 SCALE: 3" = V -0" A6.31 SCALE: 3" = V -0" A6.31 SCALE. 3" = V -0" REFER TO ROOF PLAN PAINTED METAL FLASHING WITH DRIP EDGE 1 "STANDING SEAM METAL ROOF - PAINTED FLAT FINISH GRID 1 "STANDING SEAM METAL ROOF METAL ROOF APPROPRIATE GRID - PAINTED FLAT FINISH WATERPROOF MEMBRANE PLYWOOD ROOF DECKING. METAL ROOF APPROPRIATE STRUCTURAL EAVE DECKING REFER TO ROOF PLAN RE: STRUCTURE WATERPROOF MEMBRANE RE: STRUCTURE �\ 2" CLOSED CELL SPRAY FOAM INSULATION AT UNDER SIDE OF ROOF DECKING ' — — — — — — — — — — — — — — — — — — — — — — � RIPPED 3x4 FASCIA TRIM PAINTED METAL EAVE FLASHING PAINTED WITH DRIP EDGE PLYWOOD ROOF DECKING. �' STAIN FINISH a 4 RE: STRUCTURE i 12 RE: ROOF PLAN N 2" CLOSED CELL SPRAY FOAM i �r INSULATION AT UNDER SIDE OF ROOF DECKING I i STRUCTURAL EAVE DECKING 2 �1 RE: STRUCTURE i � N 3x4 FASCIA TRIM- STAIN FINISH CLOSED CELL SPRAY FOAM INSULATION CONTINUED DOWN AT EXTERIOR u WALL LINE -TYP. i I E I i HEAVY TIMBER a EAVE FRAMING - STAIN FINISH. I i BLOCKING SEE STRUCTURAL FOR DETAILS I i I Lo RIM BOARD i CLOSED CELL SPRAY FOAM INSULATION co CONTINUED DOWN AT EXTERIOR L 0 WALL LINE -TYP, LU I 2 Ln y i l TIMBER EAVE FRAMING- 2x6 EXTERIOR FRAME i 2 SEE RCPS FOR CEILING i I STAIN FINISH. WALL WITH INSULATION I i .. SEE STRUCTURAL i FINISH AND LOCATIONS I i is 's i FOR DETAILS %2' EXTERIOR SHEATHING i.'.• HEAVY TIMBER MEMBERS i r I SISTERED ONTO ROOF RAFTERS. BUILDING PAPER i :: BLOWN -IN CELLULOSE i SEE STRUCTURAL FOR BACK SPAN i I i r . INSULATION I REQUIREMENTS 2x3 TUBE STEEL TOP RAIL SEE ELEVATIONS ROOF FRAMING / I FINISH WELDED TO STEEL FOR DETAILS ON I i''. RE: STRUCTURAL 2 i EXTERIOR WALL FINISH i i'•.' VERTICAL SUPPORT POSTS. AND LOCATIONS i �}• 2 i MITER CORNERS - PAINTED :.j I FINISH 5 /8' GYPSUM BOARD OVER VAPOR RETARDER- I i i,:• SEE RCPS FOR CEILING :'i 2x6 EXTERIOR FRAME SEAL AT EDGE AND i is ` FINISH AND LOCATIONS :.;i i I WALL WITH INSULATION I PENETRATIONS 2x3 TUBE STEEL VERTICAL %$' GYPSUM BOARD OVER — SUPPORT POSTS FINISH VAPOR RETARDER - WELDED TO TOP RAIL AND SEAL AT EDGE AND %2' EXTERIOR SHEATHING DETAIL TYPICAL HIGH EAVE BOTTOM ANCHOR PLATES- PENETRATIONS '! � PAINTED FINISH BUILDING PAPER A6.32 SCALE: 3" = 1' -0" i 3 DETAIL TYPICAL RAKING EAVE :i i I SEE ELEVATIONS FOR DETAILS ON A6.32 SCALE: 3" = V -0" EXTERIOR WALL FINISH Z III, AND LOCATIONS 0 H %4'x1 %4 STEEL BAR RAILS ri c FINISH WELDED TO STEEL � w VERTICAL SUPPORT POSTS. m MITER CORNERS - PAINTED REFER TO ROOF PLAN 44, :1 IIZ FINISH BLOCKING H O z 12 3 �i \� Q RE: ROOF PLA 0 ~ SEE ROOF PLAN FOR SNOW FENCE J � M STEEL BAR RAILS PLYWOOD ROOF DECKING. � � � DETAILS AND LOCATIONS Q a AT SIDE PANELS BEYOND RE: STRUCTURE \ LLI > 2" CLOSED CELL SPRAY FOAM INSULATION O STANDING SEAM METAL ROOF - PAINTED AT UNDER SIDE OF ROOF DECKING FLAT FINISH J W ° o METAL ROOF APPROPRIATE N WATERPROOF MEMBRANE STRUCTURAL EAVE DECKING I RE: STRUCTURE 5 i ' A6.32 BLOWN -IN CELLULOSE INSULATION CLOSED CELL SPRAY FOAM INSULATION PAINTED METAL ROOF FRAMING i CONTINUED DOWN AT EXTERIOR I FLASHING RE: STRUCTURAL i i I WALL LINE -TYP. / WITH DRIP EDGE %4'x1 %4' STEEL BAR RAILS FINISH WELDED TO STEEL VERTICAL SUPPORT POSTS. it 4 i MITER CORNERS - PAINTED � i I 0 3 moo C14 FINISH \ o � 2x3 TUBE STEEL VERTICAL PAINTED METAL GUTTER N SUPPORT POSTS FINISH �'��, ��, REFER TO ROOF PLAN WELDED TO TOP RAIL AND 3/8' STEEL BASE PLATE BOTTOM ANCHOR PLATES- � ''�41 1 FINISH WELDED TO STEEL 3x4 FASCIA TRIM - VERTICAL SUPPORT POSTS AND PAINTED FINISH HEAVY TIMBER MEMBERS STAIN FINISH LAG BOLTED TO HEAVY TIMBER STEEL BASE PLATE i i I SISTERED ONTO ROOF RAFTERS. ISSUED FOR: DATE: SCHEMATIC DESIGN 1.16.14 BELOW- PAINTED FINISH FINISH WELDED TO STEEL SEE RCPS FOR CEILING + i I SEE STRUCTURAL FOR BACK SPAN 2 VERTICAL SUPPORT POSTS AND FINISH AND LOCATIONS :•'a i I REQUIREMENTS LEVEL CUT BOTTOM PROFILED HEAVY 2x6 DRIP THROUGH DECKING 2x6 DRIP THROUGH LAG BOLTED TO HEAVY TIMBER :'{ i I OF TIMBERS TIMBER EAVE FRAMING- TOV CONCEPTUAL 224.14 DECKING BELOW- PAINTED FINISH � 7 2 � STAIN FINISH. DESIGN DEVELOPMENT 4.1.14 i I SEE STRUCTURAL TOV FINAL DRB REVIEW 4.14.14 EXPOSED HEAVY TIMBER :•i i I FOR DETAILS PERIMETER DECK BEAMS - STAIN FINISH RE: STRUCTURAL 'i 2x6 EXTERIOR FRAME 5 DETAIL DECK GUARDRAIL WALL WITH INSULATION OPEN DECK JOISTS A6.32 SCALE: 3" = 1' -0" I RE: STRUCTURAL .V, „ i /2 EXTERIOR SHEATHING /�,' %$' GYPSUM 2014 MICHAEL SUMAN LLC. V PORK RETARDER- ' , Al 'I , , 3 /8' STEEL COLUMN TOP PLATE SEAL AT EDGE AND ALL RIGHTS R SERVED.RCHITECT, FINISH WELDED TO STEEL PENETRATIONS �� > 1 � � SCALE: 3 "= 1' -0" COLUMN AND LAG BOLTED . i BUILDING PAPER DRAWN: TO HEAVY TIMBER - PAINTED FINISH. RE: STRUCTURE . i I� SEE ELEVATIONS EXPOSED STEEL PIPE COLUMN mw FOR DETAILS ON FINISH WELDED TO STEEL TOP EXTERIOR WALL FINISH PROJECT #: 1401 AND BOTTOM PLATES - PAINTED FINISH AND LOCATIONS SHEET TITLE: EXTERIOR DETAILS r2-I DETAIL a TYPICAL SHED EAVE r4-I DETAIL DECK GUARDRAIL A6.32 SCALE: 3 " =1' -O" IIIII, A6.32 SCALE: 3" = 1' -0" ■ E o � v � N n U i o R L Cn � Ci y 0 U_ E Cll d C3 V) d7 W + 0 m (> — �S!5 O �I H,nnu, _}. - - - - - - - - - - - - STORAGE BATH ROOM ^� TWO 104 MECH 115 ROOM BEDROOM MUD TWO ROOM 113 103 J I CI SET I - - - -� -/TWO LAUNDRY 114 Roots - - - -� FIXTURE NOTES: SID -� A WALL SCONCE BY HINKLEY LIGHTING CLOSET I 108 — — — — (1)E 00 WATT LAMP / I FIXTURE IS DARK SKY RATED I HALL B DOWN LIGHT BY HEVI LITE, INC _ 107 HL- 368 -AA- 8LED- FL -LA -4 (MILL FINISH) Z SD SD /COD 8LED 3000K O LUMENS OUTPUT = 457 DOWN H LUMINOUS AREA = 4.91 SQ. IN. (FIXTURE HAS FULL CUT -OFF) > Q o EI SID I C LOW WALL LIGHT BY WAC LIGHTING J a WL- LED100 -C -SS (STAINLESS STEEL FINISH) m _ H FAMILY ENTRY (FIXTURE HAS FULL CUT -OFF) V: O ROOM 112 0 105 >ENTRY V �Q 0 BAT ONE CLOSET GARAGE J Q Q 110 106 101 � > I BEDROOM I �L 109 / ° W / _ _ SWITCH TO LIGHTS IF- IN EXTERIOR ENTRY 1 F_ CLOSET ROOF SOFFIT ABOVE ONE C2' -o° A.G. 2' -0" A.GC — — J C i A 8' -0" A.G. 2' -0" A.G. C W ELECTRICAL . KEY: ��- 2'- 0 "A.G. n� 2'- 0 "A.G. �7�� ® PENDANT LIGHT SWITCH \ \ C — — / 10 C� DIRECTIONAL LIGHT $KP KEY PAD SWITCH 1' -8" A.G. \ ❑O CEILING MOUNTED LIGHT $ MULTIPLE SWITCH _ _ \�� - -- _ , LOWER LEVEL ELECTRICAL PLAN �} WALL MOUNTED LIGHT p DIMMER SWITCH ISSUED FOR: DATE: E2.31 SCALE: 1/4" = V -Q" SCHEMATIC DESIGN 1.16.14 I-® WALL MOUNTED SCONCE DUPLEX RECEPTACLE TOV CONCEPTUAL 2.24.14 O RECESSED CEILING LIGHT HALF SWITCHED DUPLEX RECEPTACLE GENERAL ELECTRICAL NOTES: DESIGN DEVELOPMENT 4.1.14 DIRECTIONAL RECESSED LIGHT GFI � GROUND FAULT DUPLEX RECEPTACLE 1) ALL RECEPTACLES IN KITCHEN TO BE GFI PROTECTED. TOV FINAL DRB REVIEW 4.14.14 THIS INCLUDES RECEPTACLES IN ISLANDS. ❑ RECESSED WALL LIGHT QUAD RECEPTACLE 2) ALL RECEPTACLES AT BATHROOM COUNTERS TO BE GFI PROTECTED. o UNDERCABINET LED STRIP LIGHT Ts THERMOSTAT 3) ALL EXTERIOR RECEPTACLES TO BE GFI PROTECTED, AND HAVE WEATHERPROOF COVERS. OF FLUORESCENT LIGHT ® SPECIAL DEVICE OUTLET 4) SMOKE DETECTORS TO BE INTERCONNECTED PER IRC CODE 5) ALL RECESSED CANS IN ROOF TO BE SEALED AIR -TIGHT — — — — LED STRIP LIGHTING DUPLEX FLOOR RECEPTACLE 6) ALL WIRING TO BE COPPER WIRE -NO ALUMINUM 7) MINIMUM 75% OF NEW LIGHTING TO BE HIGH EFFICIENCY PER 2012 IECC SPECIALTY PENDANT [-❑c CATEGORY 5E CABLE 8) COORDINATE ALL WINDOW SHADE POWER LOCATIONS WITH INTERIOR DESIGNER TRACK LIGHT I-02c 2 CATEGORY 5E CABLES ALL MICHAEL SUMAN ARCHITECT, LLC. RESERVED. C ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DECORATIVE WALL MOUNT H:] TV 2 RG6 COAXIAL DRAWN: STAKE MOUNTED LANDSCAPE LIGHT I-❑ s STRUCTURED CABLE (2 CAT 5E & 2 RG6 COAX) ® PIER MOUNTED LIGHT F4 TELEPHONE OUTLET PROJECT#: 1401 SHEET TITLE: LIGHTING AND POWER Op SMOKE DETECTOR ❑4 CAMERA �s SPEAKER WALL MOUNTED EXHAUST FAN ❑F BATHROOM EXHAUST FAN E2m3l E o � U vi n � i o R .L Cn � Ci U Ci U_ E CU d C3 Lo .o dJ _ co y 0 ° — — — — — — Q 0 — — — — — ¢ to PANTRY STAIR 201 BATH THREE I KITCHEN 212 B D OM C0 0®� 211 IL I 0 DEN F2_16_1 00 F2_04� J cl O� PWDR SDC ; ROOM FIXTURE NOTES: 202 I SD o A WALL SCONCE BY HINKLEY LIGHTING SHELTER 1324HE �- — o (1) 100 WATT A LAMP HEMATITE FINISH FIXTURE IS DARK SKY RATED HALL 210 MASTER B DOWN LIGHT BY HEVI LITE, INC ; ; BATHROOM HL- 368 -AA- 8LED- FL -LA -4 (MILL FINISH) Z SD /COD \ / SD /COD 205 8LED 3000K L \/ � UTILITY CLOSET-- -� - - -� LUMENS OUTPUT = 457 DOWN LUMINOUS AREA = 4.91 SQ. IN. (FIXTURE HAS FULL CUT -OFF) 0 H > O DINING ROOM - 209 ° 1 I °�I L- ` - -J.., L - - -� C LOW WALL LIGHT BY WAC LIGHTING ri � m 214 WL- LED100 -C -SS (STAINLESS STEEL FINISH) H O -- - LED J - - - -- jL (FIXTURE HAS FULL CUT -OFF) U) O J ` r SDk O I I a a a —J L— Lu > I I LIVING SWITCHED AT LOWER MASTER J ROOM LEVEL ENTRY CLOSET W 213 �� 208 MASTER i D \ / ( BEDROOM 206 O / \ X- -- - -- �B A.G. B B ON ENTRY ROOF L CEILING LIVING DECK 215 MASTER A 8' -0" A.G. ELECTRICAL KEY: DEI.K 207 LLI ® PENDANT LIGHT $ SWITCH (31 DIRECTIONAL LIGHT $KP KEY PAD SWITCH CEILING MOUNTED LIGHT �4 MULTIPLE SWITCH UPPER LEVEL ELECTRICAL PLAN �} WALL MOUNTED LIGHT p DIMMER SWITCH ISSUED FOR: DATE: SCHEMATIC DESIGN 1.16.14 E2.32 SCALE: 1/4" = V -Q" I-® WALL MOUNTED SCONCE DUPLEX RECEPTACLE TOV CONCEPTUAL 2.24.14 O RECESSED CEILING LIGHT HALF SWITCHED DUPLEX RECEPTACLE GENERAL ELECTRICAL NOTES: DESIGN DEVELOPMENT 4.1.14 DIRECTIONAL RECESSED LIGHT GFI GROUND FAULT DUPLEX RECEPTACLE 1) ALL RECEPTACLES IN KITCHEN TO BE GFI PROTECTED. THIS INCLUDES RECEPTACLES IN ISLANDS. ❑ RECESSED WALL LIGHT QUAD RECEPTACLE 2) ALL RECEPTACLES AT BATHROOM COUNTERS TO BE GFI PROTECTED. o UNDERCABINET LED STRIP LIGHT Ts THERMOSTAT 3) ALL EXTERIOR RECEPTACLES TO BE GFI PROTECTED, AND HAVE WEATHERPROOF COVERS. OF FLUORESCENT LIGHT ® SPECIAL DEVICE OUTLET 4) SMOKE DETECTORS TO BE INTERCONNECTED PER IRC CODE 5) ALL RECESSED CANS IN ROOF TO BE SEALED AIR -TIGHT — — — — LED STRIP LIGHTING DUPLEX FLOOR RECEPTACLE 6) ALL WIRING TO BE COPPER WIRE -NO ALUMINUM 7) MINIMUM 75% OF NEW LIGHTING TO BE HIGH EFFICIENCY PER 2012 IECC SPECIALTY PENDANT [-Cc CATEGORY 5E CABLE 8) COORDINATE ALL WINDOW SHADE POWER LOCATIONS WITH INTERIOR DESIGNER TRACK LIGHT I--02C 2 CATEGORY 5E CABLES ARCHITECT, LLC. O ALL MICHAEL S RESERVED. C ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DECORATIVE WALL MOUNT I-CTV 2 RG6 COAXIAL DRAWN: STAKE MOUNTED LANDSCAPE LIGHT I-C s STRUCTURED CABLE (2 CAT 5E & 2 RG6 COAX) ® PIER MOUNTED LIGHT F4 TELEPHONE OUTLET PROJECTA 1401 Op SMOKE DETECTOR ❑4 CAMERA SHEET TITLE: LIGHTING AND POWER �s SPEAKER WALL MOUNTED EXHAUST FAN ❑F BATHROOM EXHAUST FAN E2m32