Loading...
HomeMy WebLinkAboutDRB140037 Plans ConceptMATERIAL SYMBOLS: ELK MEADOWS RESIDENCES 1624 BUFFEHR CREEK RD VAIL,CO 81657 ABBREVIATIONS: GENERAL NOTES: DRAWING INDEX: ARCHITECTURAL 1111 Az EARTH PLYWOOD ABV ABOVE L LENGTH AFF ABOVE FINISHED FLOOR LDT LIGHT AND DRAPERY TROUGH AP ACCESS PANEL LT LIGHT TROUGH POROUS FILL /DRAINAGE FINISH WOOD AC ACOUSTICAL LTL LINTEL ADD ADDENDUM LVR LOUVER ADJ ADJACENT MH MANHOLE ALT ALTERNATE MFR MANUFACTURE (ER) ALUM ALUMINUM MO MASONRY OPENING STONE MASONRY WOOD -ROUGH ARCH ARCHITECT (URAL) MTL METAL BSMT BASEMENT MAX MAXIMUM BRG BEARING MECH MECHANIC (AL) STRUCTURAL CONCRETE BLOCKING BVL BEVELED MC MEDICINE CABINET BIT BITUMINUOUS MEM MEMBRANE BLK BLOCK M METER (S) BLKG BLOCKING MM MILLIMETER (S) CONCRETE MASONRY UNIT GYPSUM BOARD BOT BOTTOM MIN MINIMUM BLDG BUILDING MIR MIRROR CPT CARPET (ED) MISC MISCELLANEOUS CSMT CASEMENT MULL MULLION BATT INSULATION C CAULK (ING) NAT NATURAL CLG CEILING NR NOISE REDUCTION CT CERAMIC TILE NOM NOMINAL CLR CLEAR NIC NOT IN CONTRACT RIGID INSULATION COD CARBON MONOXIDE DETECTOR NTS NOT TO SCALE COL COLUMN OPG OPENING CONC CONCRETE OPP OPPOSITE CMU CONCRETE MASONRY UNIT OPH OPPOSITE HAND STEEL /METAL AS NOTED CONST CONSTRUCTION OH OVERHEAD CONT CONTINUOUS PR PAIR CJT CONTROL JOINT PK PARKING CPR COPPER PVMT PAVEMENT CARPET CUST CUSTOM PL PLASTIC LAMINATE DT DRAPERY TROUGH PT POINT DTL DETAIL PSF POUNDS PER SQUARE FOOT DIM DIMENSION PSI POUNDS PER SQUARE INCH DR DOOR PL PROPERTY LINE DRW DRAWING QT QUARRY TILE DF DRINKING FOUNTAIN REF REFERENCE ELEC ELECTRIC (AL) REF REFRIGERATOR 1 1 EL ELEVATION (S) REIN REINFORCE (D), (ING) A4.00 A4.00 ELEV ELEVATOR REQ REQUIRED EQ EQUAL RES RESILIENT EXH EXHAUST REV REVISION (D), (ING) BUILDING SECTION REFERENCE ELEVATION REFERENCE EXTG EXISTING REV REVERSE EXT EXTERIOR RH RIGHT HAND FOC FACE OF CONCRETE R RISER FOF FACE OF FINISH R &S ROD AND SHELF FOM FACE OF MASONRY RD ROOF DRAIN 1 1 1 FOS FACE OF STUDS RDT RECESSED DRAPERY TRACK A4.00 A4.00 FIN FINISH (ED) RFG ROOFING FFE FINISHED FLOOR ELEVATION RM ROOM FE FIRE EXTINGUISHER RO ROUGH OPENING DETAIL REFERENCE DETAIL REFERENCE FDC FIRE DEPARTMENT CONNECTION R/S ROUGH SAWN FHC FIRE HOSE CONNECTION S SEALANT (EXTERIOR) FEC FIRE EXTINGUISHER CABINET SHTG SHEATHING FP FIREPLACE SHH SHOWER HEAD MAIN 1 FPS FIREPROOFING, SPRAYED SHC SHOWER CONTROLS 100' -0" \kA4.00Y FLG FLASHING SM SHEET METAL FLR FLOOR (ING) SIM SIMILAR FD FLOOR DRAIN Sc SOLID CORE HEIGHT REFERENCE SECTION REFERENCE FTG FOOTING SPEC SPECIFICATON (S) FND FOUNDATION SQ SQUARE FBO FURNISHED BY OTHERS STD STANDARD FPHB FREEZE PROOF HOSE BIB ST STAIN FUR FURRED (ING) STL STEEL ROOM NAME GA GAGE, GAUGE SD STORM DRAIN 0 GALV GALVANIZED STIR STRUCTURAL Q GC GENERAL CONTRACT (OR) TEL TELEPHONE GL GLASS, GLAZING TV TELEVISION REVISION REFERENCE ROOM NAME GYP GYPSUM BOARD THR THRESHOLD HB HOSE BIB T &G TONGUE AND GROOVE HDW HARDWARE TOS TOP OF SLAB HDR HEADER TOS TOP OF STEEL HTG HEATING TOW TOP OF WALL GRID W11 HVAC HEATING /VENTILATING /AC TB TOWEL BAR HT HEIGHT TR TRANSOM HC HOLLOW CORE T TREAD GRID BUBBLE WALL TYPE REFERENCE HM HOLLOW METAL TYP TYPICAL HOR HORIZONTAL LINO UNLESS NOTED OTHERWISE HWH HOT WATER HEATER VB VAPOR BARRIER 1 INCL INCLUDE (D), (ING) VIF VERIFY IN FIELD ID INSIDE DIAMETER VERT VERTICAL IBC INSTALLED BY CONTRACTOR VCT VINYL COMPOSITION 4 A81 2 11 INS INSULATE (D) (ION) WP WATER PROOFING 3 INT INTERIOR WWF WELDED WIRE FABRIC JC JANITOR'S CLOSET W WIDTH, WIDE INTERIOR ELEVATION REFERENCE WINDOW TAG KIT KITCHEN WDW WINDOW LAM LAMINATE (D) WO WITHOUT LAV LAVATORY WD WOOD LH LEFT HAND 33 DOOR TAG STN — / TILE 1►iIVaNF -11N 0 NW-113 OWNER: ARCHITECT: Craig and Sharon Cohn SUMAN ARCHITECTS 141 Meadow Drive Suite 211 P.O. Box 7760 Vail, Colorado 81657 AVON, COLORADO 81620 970.479.7502 CONTACT: MICHAEL SUMAN EMAIL: michael @sumanarchitects.com CONTRACTOR: STRUCTURAL ENGINEER: 01 DO NOT SCALE DRAWINGS 02 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. nOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 03 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE CONSTRUCTION CONTINUES IN THOSE AREAS. 04 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED. 05 PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES AND CLOSET RODS. 06 O DENOTES DOORS. REFER TO FLOOR PLANS FOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES. 07 O DENOTES WINDOWS. REFER TO WINDOWS AND FLOOR PLANS FOR LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. 08 COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING, FLOOR AND WALLS SPACES. VERIFY LOCATIONS WITH ARCHITECT. 09 IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS PROJECT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT. 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE INTERNATIONAL BUILDING CODE, 2003 EDITION. CODE COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING IBC AND ALL LOCAL AND REGIONAL CODES. 1 1 THE CONTRACTOR SHALL FIELD COORDINATE AND OBTAIN APPROVAL FROM THE ARCHITECT & ENGINEER BEFORE ANY CUTTING, NOTCHING OR DRILLING OF ANY CAST -IN -PLACE CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. 12 THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE WORK. 13 IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 14 ALL BUILDINGS TO FIT WITHIN PROPERTY LINES WITHOUT CROSSING EASEMENTS OR SETBACKS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 15 PROVIDE ACCESS PANEL TO MOTOR FOR ALL WHIRLPOOL -TYPE TUBS. COORDINATE ACCESS LOCATIONS WITH INTERIOR DESIGNER AND ARCHITECT TO PROVIDE INCONSPICUOUS LOCATION. PROJECT SUMMARY: Code: International Residential Code 2012 Occupancy: One - Family Dwelling Separations: 1 Hour (residence /garage) 1 Hour (residence /mechanical) Special Attributes: Intelligent Addressable Fire Alarm Automatic Sprinkler System MECH /ELECT. ENGINEER: A0.00 COVER �E TOPOGRAPHIC SURVEY A1.01 GENERAL SITE PLAN A1.11 LOT 1 SITE PLAN A1.21 LOT 2 AND 3 SITE PLAN A2.11 LOT 1 LOWER LEVEL FLOOR PLAN A2.12 LOT 1 UPPER LEVEL FLOOR PLAN A2.13 LOT 1 ROOF PLAN A2.31 LOT 3 LOWER LEVEL FLOOR PLAN A2.32 LOT 3 UPPER LEVEL FLOOR PLAN A2.33 LOT 3 ROOF PLAN Design Review Board Conceptual — Not Approved TOWN OF rr By Joe Batcheller at 8 :18 am, Mar 06, 2014 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, including the copyright hereof. No person, whether having come rightly into possession hereof or otherwise, shall employ these documents on any other project, nor for additions to this Project nor for the completion of this Project by others, unless with the prior express written consent of the Architect and upon appropriate compensation to the Architect in an amount and kind satisfactory to the Architect. The Architect expressly claims all proprietary rights in the material which is issued in confidence for design and /or construction purposes of this Project as noted. These materials may not be copied, modified, nor employed in any way without the specific prior written consent and permission of the Architect. © 2014 Michael Suman Architect, LLC. All rights reserved TM H J Z O N 7 Q D G m a U) O N 3: 0 cc � J W a .JW W 2 J LLI ISSUED FOR: DATE: TOV CONCEPTUAL 2.24.14 2014 MICHAEL SUMAN ARCHITECT, LLC. 1 ALL RIGHTS RESERVED. SCALE: DRAINN: MDS PROJECT A- 1401 SHEET TITLE: COVER SHEET E iili] �E 0 � 0 � N a U 0 f� 0 U E z 0 LAI *c cc Q w N TM H J Z O N 7 Q D G m a U) O N 3: 0 cc � J W a .JW W 2 J LLI ISSUED FOR: DATE: TOV CONCEPTUAL 2.24.14 2014 MICHAEL SUMAN ARCHITECT, LLC. 1 ALL RIGHTS RESERVED. SCALE: DRAINN: MDS PROJECT A- 1401 SHEET TITLE: COVER SHEET E iili] 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. RIDGE = 8379.1 RIDGE = 8377.6 OUTLINE OF RESIDE RIDGE _ FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP L.S. No. 16827 N E EDGE OF ASPHALT PARKING w U S03 °52'59 "E - 91.61' N49 °45'56 "E - 50.77 "E N N62 °57'01 - 121.50' EDGE OF ASPHALT TOP OF NUT 8327.9 u FOUND No. 5 REBAR FOUND No. 5 REBAR -WITH 1Y2" ALUMINUM CAP > WITH 1Y2" ALUMINUM AP L.S. No. 16827 L.S. No. 16827 Q LOT 2 0.0892 ACRES z z TOP OF NUT . p L0 ADDRESS: 1626 BUFFEHR 9 % 8325.7 70 CREEK ROAD I N _ 0 VI "1 W N U LOT 3 n SEWER MANHOLE MH 360 Ln > s� RIM ELEVATION = 8333.3 0.0774 ACRES Cl INVERT (NE) = 8328.9 ADDRESS: 1628 BUFFEHR °r, INVERT (SW) = 8328.5 CREEK ROAD TOP OF PIPE 8324.3 o� TOP OF NUT 8325.6 PART OD, LIONS O VIP o �` / CS SUBDIVISION FILIN (RECEPTION No. i; ° �® - f 2 � 2° � N R. 2 \o��,o � � o I6q \ ACA a oo FOUND No. 5 REBAR WITH 1Y" ALUMINUM CAP L.S. No. 16827 TOP OF PIPE 8310.9 LOT 1 0.0941 ACRES mi LOT 4 �� v / 6 0.0929 ACRES $ o E �� �� o�ya ADDRESS: CREEK ROAD BUFFEHR PROPOSED DRIVE ADDRESS: 1630 BUFFEHR $� X82 831385 o. "� Z Ch (HATCHED AREA) CREEK ROAD N61 OUTLINE OF 307.5 v' o o 16' WIDE WITH 2' COMPACTED GRAVEL RESIDENCE 6 IN 07.1 / \ y ON EACH SIDE 2 s TOP OF NUT RIDGE DO 8304.9 1Z m EDGE OF ASPHALT 8341.5 �D TOP OF PIPE QQ N Q 8304.5 18" C.M.P. TE SHUWAOFF 9, QQ N 0 ' ,0 GjS 2g INVERT = 8306.6 (UNABLE TO FIND END) DSO rQ ��, /y / V rp PROPOSED DRIVE (HATCHED AREA) 9��'\ Q Q UTILITY EASEMENT Q , FOUND No. 5 REBAR 16' WIDE WITH A 18" C.M.P. COMPACTED GRAVEL (ELORADO ENGINEERING CO. SURVEY GI ERIN � WITH 1Y2" ALUMINUM CAP L.S. No. 12566 . INVERT O 8306.3 FIND ON EACH SIDE TO FIND END) 90 DATED JUNE �� AS SHOWN ON THE ELK MEADOWS Q (UNABLE SUBDIVISION PLAT C J (RECEPTION No. 427248) TRACT 1 2.6278 ACRES (OPEN SPACE AND DRAINAGE EASEMENT) (RECEPTION No. 427248) 9g EDGE OF ASPHALT �' gS 5• APPDXIMATE LOCATION OF (PROJECT BENCHMARK) Q) WATER LINE SEWER MANHOLE MH 400 �G> BY ERW &SD RIM ELEVATION = 8309.0 P� g 3�'all. 5� • 1� INVERT (NE) = 8302.7 INVERT (SW) = 8302.3 12b� F` , �� � 12.9'x7.3' SHACK ME S �P� LOT 5 0.1406 ACRES �o�' `R�G`L ADDRESS: 1632 BUFFEHR � �� CREEK ROAD S Z S 0� °� S6 \oo GAP �\oN NO LEGEND S � \ \ON BURIED ELECTRIC LINE 6 APPDXIMATE 11 FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP �\� BURIED CABLE LINE LOCATION OF 1� ' L.S. No. 15710 TELEPHONE LINE WATER LINE 5q L BURIED WATER LINE 1�� BY ERW &SD S62�j1 , 59" �Sr� W LOT 1 60 BURIED SEWER LINE 0 TOP OF PIP 60 4� LIA ZNIEMER SUBDIVISION 0 LINE ISSUED FOR: DATE: SCHEMATIC DESIGN 1.16.14 8275.2 (RECEPTION No. 457336) FOUND No R � ® ELECTRIC TRANSFORMER N74 °40'00 "E �s W HYALUMINB M CAP ❑T CTV PEDESTAL 22.88' L.S. No. 15710 © TELEPHONE PEDESTAL VAIL VALLEY CONSOLIDATED � FIRE HYDRANT N11 °59'06 "W� / WATER DISTRICT EASEMENT wv (BOOK 345 AT PAGE 786) � WATER VALVE ,I 6 5.01 ' VV SEWER MANHOLE MH 420 (SHADED AREA) - - RIM ELEVATION = 8278.1 INVERT (NE) = 8273.90 INDICATES A DECIDUOUS TREE 35 INVERT (SW) = 8273.7 WITH TRUNK DIAMETER.. OUTLINE OF RESIDENCE GRAPHIC SCALE \ 2014 MICHAELSUMANARCHITECT,LLC. OSCALEHrsRESE�vEo RIDGE = 8308.6 �� INDICATES AN EVERGREEN TREE ABLE 30 0 15 30 60 \ WITH TRUNK. DIAMETER: O LINE LENGTH BEARING \ Ll 26.00 S27 °02 59 E L2 34.89' S00 °1 4'59 "W DRAWN: L3 20.00' S62 °57'01 "W ( IN FEET ) L4 21.38' N54 °20'57 "W 1 inch = 30 ft. PROJECT #: 1401 10.18 N27 °02 59 W L6 36.99' N11 °59'02 "W SHEET TITLE: SITE PLAN L7 40.01' N61 °58'28 "E L8 18.47' N57 °43'07 "E L9 10.18' S27 °02'59 "E CURVE TABLE A Is I CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING Cl 12 °12'32" 1128.71' 240.51' 120.71' 240.06' N55 °52'12 "E C2 32 °52'45" 308.96' 177.30' 91.16' 174.87' N79 °23'24 "E 2 `1 ` r �., TOP OF PIPEa r % TOP OF NUT 8325 6 ry i CN L0 i. w co f` l ofO N 3% T " o ✓ TOP OF PPE O --'/ 9 8310.9 % COT I o --- :\ / - - -- -- - -- - ' ADDRESS: 1624 BUFFW > E M H 380 CREEK ROAD ,� j WW 32,5 o 07.1 f 6' J TOP OF NUT 0 9 LLI 8304.9 15 TOP O E PIPE ISSUED FOR: DATE: 83040 SCHEMATIC DESIGN 1.16.14 o 2 PROPOSED DRIVE 17 AREA (HATCHED ) 9 / ; 17 ; s UTILITY EASEMENT 2014 MICHAEL SUMAN ARCHITECT, LLC. ©ALL 9 9 16 WIDE W TH 2 i T� EEORADO ENG NEER NG CO. SURVEY RIGHTS RESERVED. SCALE: 1 ° -10r0" COMPACTED GRAVEL DATED JUNE 1 39 1973) DRAWN: ON EACH SIDE AS SHOWN ON THE ELK MEADOWS O SHEET TITLE: SITE PLAN SUBDIVISION PEAT ' (RECEPTION No. 427248) Iff 11 TACT I LOT 2 0�0892 ACRES 11, I lift ADDRESS: 1626 BUFFEHR fill CREEK ROAD 1 4� E U it ' u E LOT 3 't 0.0774 ACRES ADDRESS- 1628 BUFFEHR ' -\ ;' i I` L0 CREEK ROAD a N U 2 v� O C4 0 o __ _ _,� - --- ----- ---- -------- 0� cp LLI i. TOP OF P�PE 831 0�'j LLI `/ .;.:= -.- E U 380 ISSUED FOR: DATE: OUTLNE OF 2 15 307.5 SCHEMATIC DESIGN 1.16.14 RES 0ENCE �N 0U TOP OF NUT 83049 2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: I"= 10'-0" DRAWN: TOPOF PPE 8304,5 PROJECT #: 1401 SHEET TITLE: SITE PLAN o 17 C / ev E o b � r N n U R L ' E y 0 a �n Lo . I N�0 cc ROOM W B E � ONE • 116 I I N00 FROoo • I �� {,q5' 1$ • � �N�R — � 115 I Ll Y co s 6P�N ONE \\ GARAGE O R 5 P UNoR� O M I I U) \AG lol A \ 'Poo 1 WO0 p I111 I y o • �" ROOM � E oso 3 v 10� I v ®F.D ®F0. W > MOow\ R 1 W LLI 106 O � / II I BPS" �,.' • jw0 • \N g�NCNppKs Pg0 / COP" / 0000 -• �' LLI - .._.. _. , .. ISSUED FOR: DATE: TOV CONCEPTUAL 2.24.14 RESIDENCE GRFA CALCULATIONS: FLOOR AREA CALCULATIONS: LOWER LEVEL 1,739 SQ. FT. LOWER LEVEL 2,461 SQ. FT. UPPER LEVEL 2,413 SQ. FT. UPPER LEVEL 2,413 SQ. FT. LIVABLE AREA 4,152 SQ. FT. PROPOSED SUBTOTAL 4,874 SQ. FT. GARAGE AREA 722 SQ. FT. © 2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. GRFA ABOVE 16' -0" 0 SQ. FT. SCALE: 1/4 "= 1 ' -0" DRAWN: GARAGE CREDIT (600) SQ. FT. GENERAL NOTES: PROJECT#: 1401 BASEMENT CREDIT 33% (812) SQ. FT. 1. PLAN ELEVATIONS REFERENCE ACTUAL SURVEY ELEVATIONS 2. GRID LINES ARE CENTERLINE OF 5%2' WALL TOTAL PROPOSED GRFA 3,462 SQ. FT. UNLESS OTHERWISE DIMENSIONED SHEET TITLE: FLOOR PLAN 3. DIMENSIONED WALL OPENINGS ARE NOMINAL DIMS. U.O.N. ALLOWABLE GRFA 3,520 SQ. FT. 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 A2s I I E ` o � v � N n U i o R L • ' E y 0 E • I I PSHERI o ..� I • d DRIER SS PGK I I �] n Lo • \ I�0 cc I U eEN0 L-J V) > • D.W. I BELOW \\ \ 215 - I I R -�S \ • \ MPS KITCHEN o O A CLO �1 \� �v 204 OPE N A o \ • o� BREAKFAST AREA 00 203 / \ I212 Y o 0 I o BBQ Sl N \R I 201 z \ DER MP MPS -DER � v>t oN R@ 6.9 5 RppM gEp 216 pEGK 211 I I F Q N I LIVING DECK I U) O O V p J 205 LIVING ROOM -- \' ' W 2os R 2pM � 10 0 10 ROM 2 I j j LLI • / —mum /' W ISSUED FOR: DATE: TOV CONCEPTUAL 2.24.14 FLOOR AREA CALCULATIONS: LOWER LEVEL 1,739 SQ. FT. UPPER LEVEL 2,413 SQ. FT. LIVABLE AREA 4,152 SQ. FT. GARAGE AREA 722 SQ. FT. O2014 MICHAEL SUMAN ARCHITECT, LLC. C ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DRAWN: GENERAL NOTES: 1. PLAN ELEVATIONS REFERENCE ACTUAL SURVEY ELEVATIONS 2. GRID LINES ARE CENTERLINE OF 5%2' 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 A2s 12 E o N 3t ❑ i • • r I ' N \ \\ I I Lo Lo • \ \ • \ \\ \ • I ^ co 0 \ W {� • \ Ln y I ----------------- - - - - -- \ / . FEE • w I `\ \ .\ PN M \N F S 3:12 J w I STANDING SEAM ----METAL ROOF - TYPICAL I I \ \ \ \ I • \ ` I \\ K O � \ I _ ) \NG' sl `R ME 0 < I \\ \ I o UJ In W , J W LLI / / I / -• ' W ISSUED FOR: DATE: TOV CONCEPTUAL 2.24.14 ©2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 114" = I' O" DRAWN: PROJECT #: 1401 SHEET TITLE: ROOF PLAN A2s I ev E o b � r N n U R L 6+ � s` Ci y 0 U_ E Cll R � k7 • • W - N r5 < Frr 0 BUILT -IN BENCH WITH CUBBIES AND o 6 L _ a CCAT HCCKS —AaOVE MECH ROOM STORAGE F102 ' ROOM TWO LOW STORAGE \ F.D. 115 BELOW LANDING - RAII IM lviw • -- - cl BEDROOM TWO CLOSET I I — — I a • I 113 O 114 LAUNDRY ROOM I J 116 ® D I R + S F.D. I -- UP 6" I CLOSET WI I 108 1 ° I UT I I HALL 1 Z 107 I ELECTRIC' O • PANEL H > 0 Q Q EJ + F.D. (DRY SUMP) �J H O ° }a ' ' ROOM 3 112 0 BAT ENTRY TO-) ONE GARAGE Q Q 110 101 % > I BEDROOM • ® ONE 109 I I, W W f. R + S CLOSET I ONE Ia 111 '% ° %% • I 1 ' I W ISSUED FOR: DATE: SCHEMATIC DESIGN 1.16.14 TOV CONCEPTUAL 2.24.14 RESIDENCE GRFA CALCULATIONS: FLOOR AREA CALCULATIONS: LOWER LEVEL 1,657 SQ. FT. LOWER LEVEL 2,351 SQ. FT. UPPER LEVEL 2,373 SQ. FT. UPPER LEVEL 2,373 SQ. FT, LIVABLE AREA 4,030 SQ. FT. PROPOSED SUBTOTAL 4,724 SQ. FT. © 2014 MICHAEL SUMAN ARCHITECT, LLC. GARAGE AREA 694 SQ. FT. ALL RIGHTS RESERVED. SCALE: 1/4 "= 1 ' -0" GRFA ABOVE 16' -0" 162 SQ. FT. DRAWN: GENERAL NOTES: GARAGE CREDIT (600) SQ. FT. 1. PLAN ELEVATIONS REFERENCE ACTUAL SURVEY ELEVATIONS BASEMENT CREDIT 33% (776) SQ. FT. 2. GRID LINES ARE CENTERLINE OF 5%2' WALL PROJECT#: 1401 TOTAL PROPOSED GRFA 3,510 SQ. FT. UNLESS OTHERWISE DIMENSIONED SHEET TITLE: FLOOR PLANS 3. DIMENSIONED WALL OPENINGS ARE NOMINAL DIMS. U.O.N. ALLOWABLE GRFA 3,520 SQ. FT. 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 A2s I E o � v � N n U i o R L Cn U s` Ci y 0 U_ E Cll � k7 • • W T4 — • ] I• D.W. I BELOW ® ° Eli, • I on O • STAIR BATH • I PANTRY 201 THREE I KITCHEN 212 203 BEDROOM • • 0 2-1 1-1 ® THREE • I I DEN F2-16-1 O 204 I I cl p ® • I 3D PWDR I ROOM 202 I r I � Eli) I • I LLJ • -_ z z m I I I DN • 20R @6.6" • • 18T@11" HALL 2-1 0-1 MASTER • I BATHROOM I Z • 205 0 • I \ \ UTILITY CLOSET I H > OG CININGI� ROOM', E- 20s L i F--2-1-4--] L- ° cc F— I H I WASHER/ y O • —� � H--ll I ��% ; %� \ OPEN TO \ ENTRY - DRYER STACK • V ch BELOW/ I I a a • I I I E---� W > LIVING \ MASTER J ROOM CLOSET W 213 208 MASTER BEDROOM 206 0D I I LIVING • DECK F2-15-1 MASTER I I DECK W 207 I • t 00 fe of 00 09 00 00 00 00 00 00 00 00 00 I ISSUED FOR: DATE: SCHEMATIC DESIGN 1.16.14 TOV CONCEPTUAL 224.14 FLOOR AREA CALCULATIONS: LOWER LEVEL 1,657 SQ. FT. UPPER LEVEL 2,373 SQ. FT. LIVABLE AREA 4,030 SQ. FT. \ 2014 MICHAEL SUMAN ARCHITECT, LLC. C GARAGE AREA 694 SQ. FT. ALL RIGHTS RESERVED. SCALE: 114" = 1'-0" DRAWN: GENERAL NOTES: 1. PLAN ELEVATIONS REFERENCE ACTUAL SURVEY ELEVATIONS 2. GRID LINES ARE CENTERLINE OF 5%2' 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 A2s32 E o � N 3t ❑ Q+ � Q1 � E } Lo `o 4 ^ V — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — II W I I Ln y I I I I I I I I I I I cl I I J I O y I I STANDING SEAPA ` STANDING SEAMI I I METAL ROOF - TYPICAL a IV ETAL ROOF TYPICAL 1 ca 0 cc I I i I y O I I I 3 V I I I I I � I I W a I I M I I M I W O ERFR MED ROOF CRICKET I I I I I I I I I L7- - - - - - - - - - - - - - - - - - - - - - - - - IL - J LIVING DECK BELOW MASTER DECK BELOW . . . . . • • • • • • • • • • • • . PAINTED METAL GUTTER SYSTEM AND DRAIN LEADERS ISSUED FOR: DATE: SCHEMATIC DESIGN 1.16.14 TOV CONCEPTUAL 224.14 2014 MICHAEL SUMAN ARCHITECT, LLC. ALL RIGHTS RESERVED. SCALE: 1/4 "= Y -0" DRAWN: PROJECT #: 1401 SHEET TITLE: ROOF PLAN A2m33