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HomeMy WebLinkAboutDRB130084 Plans approvedABBREVIATIONS AFF ABOVE FINISHED FLOOR ELEC ELECTRIC(AL) MIN MINIMUM ACOUS ACOUSTICAL ELEV ELEVATION N NORTH ALT ALTERNATE EMBED EMBEDMENT NO NUMBER ALUM ALUMINUM EM EMERGENCY Oc ON CENTER(S) AB ANCHOR BOLT EX EXISTING OPP OPPOSITE ARCH ARCHITECT(URAL) EXIST EXISTING OD OUTSIDE DIAMETER ASL ABOVE SEA LEVEL EXP EXPANSION PL PLATE B BEAM FD FLOOR DRAIN P POLE OR PAINT BRG BEARING FT FEET PL PROPERTY LINE BKG BACKGROUND FG FIBERGLASS PLY PLYWOOD BLK BLOCK FF FINISH FLOOR REINF REINFORCE(D), (ING) BD BOARD FH FIRE HYDRANT RM ROOM BOT BOTTOM FLG FLANGE SCH SCHEDULE BLDG BUILDING FTG FOOTING SHT SHEET BUR BUILT UP ROOFING GA GAUGE SIM SIMILAR CLG CEILING GAL GALLON SPEC SPECIFICATIONS) CL CENTER LINE GALV GALVANIZED SQ SQUARE C/C CENTER TO CENTER GI GALVANIZED IRON STL STEEL COL COLUMN G GAS STRUCT STRUCTURAL CONC CONCRETE GR GRADE, GRADING SUSP SUSPENDED CONT CONTINUOUS, CONTINUE GND GROUND THK THICK(NESS) CJ CONTROL JOINT GWB GYPSUM WALL BOARD THRU THROUGH CORR CORRUGATED HGT HEIGHT TO TOP OF CMP CORRUGATED METAL PIPE HK HOOK(S) TRANSV TRANSVERSE X CROSS HORZ HORIZONTAL TS TUBE STEEL CU CUBIC INSUL INSULATION /INSULATING TYP TYPICAL D DEEP /DEPTH /DIAMETER JT JOINT UG UNDERGROUND DTL DETAIL MH MANHOLE UNO UNLESS NOTED OTHERWISE DIAG DIAGONAL MFR MANUFACTURE(R) VERT VERTICAL DIAM DIAMETER MAX MAXIMUM VEST VESTIBULE DWG DRAWING MECH MECHANICAL WC WATER CLOSET /WATER COLUMN EA EACH MTL METAL W/ WITH GENERAL NOTES W/O WITHOUT 1. REFER TO THE PROJECT AND DETAIL MANUALS FOR DETAILS, BUILDING SYSTEM DESCRIPTIONS AND SPECIFICATIONS. 2. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED, AND IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, PERMITS, AND CONTRACT DOCUMENTS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, THE G.C. SHALL NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTIONS HOW TO PROCEED. 5. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, CONSULT WITH THE ARCHITECT FOR CLARIFICATION. 6. THE CONTRACTOR SHALL CONFINE HIS /HER OPERATIONS TO THE SITE AND TO THE AREAS PERMITTED BY THE OWNER AND THE DRB. 7. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN AND ORDERLY CONDITION, FREE OF DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB — CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS /HER, WORK SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT OF HIS /HER OPERATION. 8. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. 9. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY MISCELLANEOUS BLOCKING AND BACKING SUPPORT FOR BUILDING COMPONENTS SUCH AS LIGHT FIXTURES, TOWEL BARS, ET.AL. HARP ROOM ISSUE FOR DRB MARCH 8,2013 SYMBOLS DRAWING TITLE & SCALE EXTERIOR ELEVATION INTERIOR ELEVATION WALL SECTION BUILDING SECTION n PLAN A2.1 1/40f = 1' -0" A3,0 2 1 9.3 A4,0 A4,0 DETAIL D9,7 DETAIL ENLARGEMENT 1 (Plan or Section) OR 6.2 AREA ENLARGEMENT COLUMN CENTER LINE, 1 = III - III - III - III - III - III -1_ EARTH GRID & REFERENCE A2.4 FLOOR PLAN A3.4 NORTH ELEVATION CONCRETE ROOM NAME ROOM NUMBER LIVING 1 101 GRAVEL A6.1 INTERIOR ELEVATIONS WOOD STUD WALL INTERIOR PARTITION TYPE P2 STONE EXTERIOR WALL SYSTEM <@> WOOD (ROUGH) DRAWING NUMBER No. WOOD (FINISHED) SHEET NUMBER A3,0 PLYWOOD DRB ........................... PLASTER /GWB /STUCCO DRAWING NUMBER 'I DETAIL NUMBER 8,1 BATT INSULATION WINDOW NUMBER O RIGID INSULATION REVISION NUMBER C❑RRID ❑R ELEVATION (Sections) 100,_' 0" 110 DOOR NUMBERS FOR SCHEDULING ARE A COMBINATION OF THE ELEVATION (Floor Systems) F DOOBERAINTON WHICH ROOMD OR O SWINGS 121A NOT 110A� 8,_0„ (IE: LOBBY ELEVATION (Ceiling Systems) 2 1 121 DIRECTORY OWNER MR. BROWNSTEIN 1452 BUFFER CREEK ROAD VAIL, CO 81657 ARCHITECT RMT ARCHITECTS HARVEY ROBERTSON PO BOX 7630 AVON, CO 81620 970 - 949 -0916 STRUCTURAL ENGINEER CONTRACTOR STONEWILLOW CORP. JOHN BECKER PO BOX 1145 AVON, CO 81620 970 - 390 -5590 AREA SUMMARY FLOOR AREA ALLOWED 14,699 SF FLOOR AREA EXISTING 13,761 SF FLOOR AREA NO CHANGE W /THIS PERMIT INDEX AO.1 COVER SHEET A1.0 SITE SURVEY A2.4 FLOOR PLAN A3.4 NORTH ELEVATION A4.1 BUILDING SECTION A5.1 DETAILS A6.1 INTERIOR ELEVATIONS Design Review Staff Approval By Warren Campbell at 8:15 am, Apr 04, 2013 TOWN OF VAIL '� RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V 4� 4� 0 � U O ISSUED FOR: No. Date Remarks A 3 -8 -2013 DRB PROJECT NO: 11384.00 PHASE: FINAL Cover Sheet SHEET NAME A0*1 SHEET NUMBER a° ^O �O �O Z V co ,O\ Dv -FND PIN & ALUM. CAP L.S. #5933 Sg��)Q UYUTY SEMENT LOT / 2 1.5 1.151 AC 50,164 FT. / 1.0 1.0 1.0 BOU R WALL / 1.0 BRIDGE 1.0 ASPEN GROVE TOWNHOMES /0..5 N-�-QF / RIDGE AT VAIL EDGE OF TO WN H O M E S ASPHALT / / 35' RAD. UTILITY & ACCESS EASEMENT AS SHOWN ON THE PLAT RECORDED AT REC. N0. 200916085. THE EASEMENT IS NOT DIMENSIONED AND UNKNOWN IF STILL VAUD. NO APPARENT NEED FOR THIS EASEMENT AT THIS LOCATION. <� TRASH '4 0 / 1.2 C 1.2 69.0 / i �o•o, 68.5 N 69.2 6.1• BUILDING OVERHANG I ° h 1.0 2.11 o 2.eT NE 812 ? 4' 69. BELOW GRADE d- co N 8460 0.4 GABIAN ROCK WALL -8470 7 °30'5 4 0' 10' 20' 30' / / / FOUND PIN & ALUM. CAP / LS #30116 (4.0' WITNESS COR.) / UTILITY EASEMENT 0.5 / 0.7 LIGHT v� F 81.1 PATIO \`F 81.2 \ \ a \ \ ak6o" 1.0 a 1 i+ 81.2 N - 1 0.3 POOL i o. 1 1.2 P 0.3 6 � o ¢5.5 81.3 0.2 0.2 \ � 9.Zr� o 0.3 - a 1 s 6. fo BOULDER STEPS 81.2 ' 8470 - - 0.3 � DECK � 4•r �2•�' " 70.7 0, _ - 0.4 �0.2 0 7, UTILITY , +68.7 SHED 0.2 DECK -^ '4 0 / 1.2 C 1.2 69.0 / i �o•o, 68.5 N 69.2 6.1• BUILDING OVERHANG I ° h 1.0 2.11 o 2.eT NE 812 ? 4' 69. BELOW GRADE d- co N 8460 0.4 GABIAN ROCK WALL -8470 7 °30'5 4 0' 10' 20' 30' / / / FOUND PIN & ALUM. CAP / LS #30116 (4.0' WITNESS COR.) / UTILITY EASEMENT 0.5 / 0.7 LIGHT v� F 81.1 PATIO \`F 81.2 \ \ a \ \ O /010 /'//// 1.0 DECK li BUILDING 2 1/2 STORY MULTI LEVEL 1, CONCR DRIVE 1.2 011111 j OVERHANG h STONE/ LOG HOUSE It �� 1 1.5 / e 91.0^ 17� ' .0' N N 1 91.8 m ' �3\ . � ATER VALVE FLAGSTONE WALK (TYP.) �0�0 _ _ N .o' 4s VARIABLE WIDTHS $ 6 90,8 I `° AC UNIT 1k0 S RINKLER +91.011 91.6 .9 b VALVE (TYP) ��, DECK 91.- 70 / A �� 1� 9' / 1.5 + 91.1 $�- • 0 10.0' ,�� 1.7 N UTILITY +91.4 �__ 1.4' WIDE ROCK / EASEMENT ` ���� ` o o i .� VENEER WALL / 10.0 1 PATIO OUTLINE OF FND PIN &BROKEN ORANGE / PLASTIC CAP LS #2183 2.� 0_____ ROOF OVERHANG 94 i OUTLINE OF LOT G WATER FEATURE ``��`� ``�•. ss s.a' 25 0' 41199 HIGHWAY 6 & 24, EAGLE -VAIL - - - - - - - - P.O. BOX 1230 CLIFFSIDE EDWARDS, CO. 81632 / _ (970)949 -1406 / N. `•� o 4.4' I - PATIO �i a A / :> 9 WATER CURBSTOP -, 6I I74 ARCHITECTURE IN BOULDER RMT %� WATER LOT 4 CLIFFSIDE D= 197 °23'36" R= 30.00' L= 103.35' T=197.13' BRG =S30 °46'38 "W C LEN = 59.31' /FND PIN &RED PLASTIC CAP -LS. X26626 PHONE PED. \ NOTES: 1) DATE OF SURVEY. 9/07/111 2) LAND TITLE GUARANTEE CO. POLICY N0. V50030050 DATED 12/3/10 WAS RELIED UPON FOR ALL TITLE AND EASEMENT INFORMATION. 3) 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 THE CERTIFICATION SHOWN HEREON. 4) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND AT THE NORTH CRN LOT 6 AND WEST CORNER OF LOTS 1 AND 6. (SEE DRAWING). 5) ALL BEARINGS, DISTANCES, AND CURVE INFORMATION SHOWN FOR LOT 1 CLIFFSIDE IS PER THE AMENDED FINAL PLAT RECORDED AT RECEPTION N0. 200916085. COURSES SHOWN ON THE AMENDED PLAT MAY BE A COMPILATION OF VARIOUS RECORDED PLATS AND MEASURED COURSES BETWEEN FOUND MONUMENTS. 6) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. 7) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, THE TOWN OF VAIL SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. 8) POSTED ADDRESS: 1452 BUFFER CREEK ROAD. 9) THE U.S. SURVEY FOOT IS THE LINEAL UNIT USED FOR THE DIMENSIONS ON THIS PLAT. 10) A HOLY CROSS EASEMENT RECORDED IN BOOK 211, PAGE 103 MAY AFFECT THIS LOT. THE DESCRIPTION IS T00 VAGUE AND ILLEGIBLE TO PLOT. 11) THE EASEMENT AND RIGHT OF WAY RECORDED IN BOOK 300 AT PAGE 290 DOES NOT AFFECT THIS LOT. 12) BASIS OF ELEVATION.-TOP 0' CLIFFSIDE L =21.69 \ T= 12.05' BRG =S36 °51'18 "W CLEN= 20.64' 81.2 � u7 d- 3 N :t N 0417' 14' W 1.03' (11E) I I A =1 i1 8'30" � L-50 0' 37 • T= 18.81' 3 BLEN= 37.44' RG =N 00 06'32" E co � I ACCESS EASEMENT ^ (REC. N0. 230585, 6334, P234) I Design Review - Staff Approval TOWN Of VAIL 1 OF MONUMENT MARKING THEN 1/4 CORNER OF SEC 12, T5S, R81 W, OF THE 6TH, P.M., ELEV. =8416.39'. X.X INDICATES EVERGREEN TREE AND APPROXIMATE TRUNK DIAMETER. X.X INDICATES DECIDUOUS TREE AND APPROXIMATE TRUNK DIAMETER. SURVEYOR'S CERTIFICATE I, Michael J. Post, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and correct to the best of my knowledge. Michael J. Post Colorado P.L.S. 30116 Date: \ A =62 °07'43" LOT 3 812 � R= 20.0 By Warren Campbell at 8:15 am, Apr 04, 2013 PARTIAL TOPOGRAPHIC SURVEY LOT 1 AMENDED FINAL PLAT LOTS 5A, 513, 5C, 5D, 8c 5K THE RIDGE AT VAIL AND LOT 1, CLIFFSIDE 2970T.DWG DATE: 9/9/11 TOWN OF VAIL, EAGLE COUNTY, COLORADO DRN. BY: M. POST PAGE: 1 OF 1 JOB No. 2970 SITE SURVEY. I lar - I $_or WALL LI TERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V O 4� 1 O ISSUED FOR: No. Date Remarks A 5/14/12 DRB Concept Review B 7/30/12 Client Review C 8/13/12 DRB review D 9/12/12 DRB review E 9/24/12 For Construction A 3 -8 -2013 DRB PROJECT NO: 11384.00 PHASE: FINAL DRAWN BY: RMT CHECKED BY: RMT Site Survey SHEET NAME SHEET NUMBER a 1 i+ 81.2 N - 1 POOL i 1 1.2 P 81.3 2 2' + 81.2 ° a 1 a 1 81.2 ' + a a 8 ' + _ - Q +81.1 1 1.2 a a �" . r 1 Q Q Q I N 4.91 a a * *E 81. 11 4 Q 4 4 1 a 11 OUTLINE OF ° a \` n / `---- P PATIO AREA ° a \ N ` `ey a P - - -� a PATIO 8 86.11. _- - - - a 9 o' D DECK ° ° a `V 2 a a 4 a Q \ \ 3.0' 1.4' WIDE ROCK VENEER WALL /010 /'//// 1.0 DECK li BUILDING 2 1/2 STORY MULTI LEVEL 1, CONCR DRIVE 1.2 011111 j OVERHANG h STONE/ LOG HOUSE It �� 1 1.5 / e 91.0^ 17� ' .0' N N 1 91.8 m ' �3\ . � ATER VALVE FLAGSTONE WALK (TYP.) �0�0 _ _ N .o' 4s VARIABLE WIDTHS $ 6 90,8 I `° AC UNIT 1k0 S RINKLER +91.011 91.6 .9 b VALVE (TYP) ��, DECK 91.- 70 / A �� 1� 9' / 1.5 + 91.1 $�- • 0 10.0' ,�� 1.7 N UTILITY +91.4 �__ 1.4' WIDE ROCK / EASEMENT ` ���� ` o o i .� VENEER WALL / 10.0 1 PATIO OUTLINE OF FND PIN &BROKEN ORANGE / PLASTIC CAP LS #2183 2.� 0_____ ROOF OVERHANG 94 i OUTLINE OF LOT G WATER FEATURE ``��`� ``�•. ss s.a' 25 0' 41199 HIGHWAY 6 & 24, EAGLE -VAIL - - - - - - - - P.O. BOX 1230 CLIFFSIDE EDWARDS, CO. 81632 / _ (970)949 -1406 / N. `•� o 4.4' I - PATIO �i a A / :> 9 WATER CURBSTOP -, 6I I74 ARCHITECTURE IN BOULDER RMT %� WATER LOT 4 CLIFFSIDE D= 197 °23'36" R= 30.00' L= 103.35' T=197.13' BRG =S30 °46'38 "W C LEN = 59.31' /FND PIN &RED PLASTIC CAP -LS. X26626 PHONE PED. \ NOTES: 1) DATE OF SURVEY. 9/07/111 2) LAND TITLE GUARANTEE CO. POLICY N0. V50030050 DATED 12/3/10 WAS RELIED UPON FOR ALL TITLE AND EASEMENT INFORMATION. 3) 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 THE CERTIFICATION SHOWN HEREON. 4) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND AT THE NORTH CRN LOT 6 AND WEST CORNER OF LOTS 1 AND 6. (SEE DRAWING). 5) ALL BEARINGS, DISTANCES, AND CURVE INFORMATION SHOWN FOR LOT 1 CLIFFSIDE IS PER THE AMENDED FINAL PLAT RECORDED AT RECEPTION N0. 200916085. COURSES SHOWN ON THE AMENDED PLAT MAY BE A COMPILATION OF VARIOUS RECORDED PLATS AND MEASURED COURSES BETWEEN FOUND MONUMENTS. 6) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. 7) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, THE TOWN OF VAIL SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. 8) POSTED ADDRESS: 1452 BUFFER CREEK ROAD. 9) THE U.S. SURVEY FOOT IS THE LINEAL UNIT USED FOR THE DIMENSIONS ON THIS PLAT. 10) A HOLY CROSS EASEMENT RECORDED IN BOOK 211, PAGE 103 MAY AFFECT THIS LOT. THE DESCRIPTION IS T00 VAGUE AND ILLEGIBLE TO PLOT. 11) THE EASEMENT AND RIGHT OF WAY RECORDED IN BOOK 300 AT PAGE 290 DOES NOT AFFECT THIS LOT. 12) BASIS OF ELEVATION.-TOP 0' CLIFFSIDE L =21.69 \ T= 12.05' BRG =S36 °51'18 "W CLEN= 20.64' 81.2 � u7 d- 3 N :t N 0417' 14' W 1.03' (11E) I I A =1 i1 8'30" � L-50 0' 37 • T= 18.81' 3 BLEN= 37.44' RG =N 00 06'32" E co � I ACCESS EASEMENT ^ (REC. N0. 230585, 6334, P234) I Design Review - Staff Approval TOWN Of VAIL 1 OF MONUMENT MARKING THEN 1/4 CORNER OF SEC 12, T5S, R81 W, OF THE 6TH, P.M., ELEV. =8416.39'. X.X INDICATES EVERGREEN TREE AND APPROXIMATE TRUNK DIAMETER. X.X INDICATES DECIDUOUS TREE AND APPROXIMATE TRUNK DIAMETER. SURVEYOR'S CERTIFICATE I, Michael J. Post, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and correct to the best of my knowledge. Michael J. Post Colorado P.L.S. 30116 Date: \ A =62 °07'43" LOT 3 812 � R= 20.0 By Warren Campbell at 8:15 am, Apr 04, 2013 PARTIAL TOPOGRAPHIC SURVEY LOT 1 AMENDED FINAL PLAT LOTS 5A, 513, 5C, 5D, 8c 5K THE RIDGE AT VAIL AND LOT 1, CLIFFSIDE 2970T.DWG DATE: 9/9/11 TOWN OF VAIL, EAGLE COUNTY, COLORADO DRN. BY: M. POST PAGE: 1 OF 1 JOB No. 2970 SITE SURVEY. I lar - I $_or WALL LI TERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V O 4� 1 O ISSUED FOR: No. Date Remarks A 5/14/12 DRB Concept Review B 7/30/12 Client Review C 8/13/12 DRB review D 9/12/12 DRB review E 9/24/12 For Construction A 3 -8 -2013 DRB PROJECT NO: 11384.00 PHASE: FINAL DRAWN BY: RMT CHECKED BY: RMT Site Survey SHEET NAME SHEET NUMBER / 1.5 + 91.1 $�- • 0 10.0' ,�� 1.7 N UTILITY +91.4 �__ 1.4' WIDE ROCK / EASEMENT ` ���� ` o o i .� VENEER WALL / 10.0 1 PATIO OUTLINE OF FND PIN &BROKEN ORANGE / PLASTIC CAP LS #2183 2.� 0_____ ROOF OVERHANG 94 i OUTLINE OF LOT G WATER FEATURE ``��`� ``�•. ss s.a' 25 0' 41199 HIGHWAY 6 & 24, EAGLE -VAIL - - - - - - - - P.O. BOX 1230 CLIFFSIDE EDWARDS, CO. 81632 / _ (970)949 -1406 / N. `•� o 4.4' I - PATIO �i a A / :> 9 WATER CURBSTOP -, 6I I74 ARCHITECTURE IN BOULDER RMT %� WATER LOT 4 CLIFFSIDE D= 197 °23'36" R= 30.00' L= 103.35' T=197.13' BRG =S30 °46'38 "W C LEN = 59.31' /FND PIN &RED PLASTIC CAP -LS. X26626 PHONE PED. \ NOTES: 1) DATE OF SURVEY. 9/07/111 2) LAND TITLE GUARANTEE CO. POLICY N0. V50030050 DATED 12/3/10 WAS RELIED UPON FOR ALL TITLE AND EASEMENT INFORMATION. 3) 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 THE CERTIFICATION SHOWN HEREON. 4) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND AT THE NORTH CRN LOT 6 AND WEST CORNER OF LOTS 1 AND 6. (SEE DRAWING). 5) ALL BEARINGS, DISTANCES, AND CURVE INFORMATION SHOWN FOR LOT 1 CLIFFSIDE IS PER THE AMENDED FINAL PLAT RECORDED AT RECEPTION N0. 200916085. COURSES SHOWN ON THE AMENDED PLAT MAY BE A COMPILATION OF VARIOUS RECORDED PLATS AND MEASURED COURSES BETWEEN FOUND MONUMENTS. 6) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. 7) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, THE TOWN OF VAIL SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. 8) POSTED ADDRESS: 1452 BUFFER CREEK ROAD. 9) THE U.S. SURVEY FOOT IS THE LINEAL UNIT USED FOR THE DIMENSIONS ON THIS PLAT. 10) A HOLY CROSS EASEMENT RECORDED IN BOOK 211, PAGE 103 MAY AFFECT THIS LOT. THE DESCRIPTION IS T00 VAGUE AND ILLEGIBLE TO PLOT. 11) THE EASEMENT AND RIGHT OF WAY RECORDED IN BOOK 300 AT PAGE 290 DOES NOT AFFECT THIS LOT. 12) BASIS OF ELEVATION.-TOP 0' CLIFFSIDE L =21.69 \ T= 12.05' BRG =S36 °51'18 "W CLEN= 20.64' 81.2 � u7 d- 3 N :t N 0417' 14' W 1.03' (11E) I I A =1 i1 8'30" � L-50 0' 37 • T= 18.81' 3 BLEN= 37.44' RG =N 00 06'32" E co � I ACCESS EASEMENT ^ (REC. N0. 230585, 6334, P234) I Design Review - Staff Approval TOWN Of VAIL 1 OF MONUMENT MARKING THEN 1/4 CORNER OF SEC 12, T5S, R81 W, OF THE 6TH, P.M., ELEV. =8416.39'. X.X INDICATES EVERGREEN TREE AND APPROXIMATE TRUNK DIAMETER. X.X INDICATES DECIDUOUS TREE AND APPROXIMATE TRUNK DIAMETER. SURVEYOR'S CERTIFICATE I, Michael J. Post, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and correct to the best of my knowledge. Michael J. Post Colorado P.L.S. 30116 Date: \ A =62 °07'43" LOT 3 812 � R= 20.0 By Warren Campbell at 8:15 am, Apr 04, 2013 PARTIAL TOPOGRAPHIC SURVEY LOT 1 AMENDED FINAL PLAT LOTS 5A, 513, 5C, 5D, 8c 5K THE RIDGE AT VAIL AND LOT 1, CLIFFSIDE 2970T.DWG DATE: 9/9/11 TOWN OF VAIL, EAGLE COUNTY, COLORADO DRN. BY: M. POST PAGE: 1 OF 1 JOB No. 2970 SITE SURVEY. I lar - I $_or WALL LI TERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V O 4� 1 O ISSUED FOR: No. Date Remarks A 5/14/12 DRB Concept Review B 7/30/12 Client Review C 8/13/12 DRB review D 9/12/12 DRB review E 9/24/12 For Construction A 3 -8 -2013 DRB PROJECT NO: 11384.00 PHASE: FINAL DRAWN BY: RMT CHECKED BY: RMT Site Survey SHEET NAME SHEET NUMBER Design Review Staff Approval By Warren Campbell at 8:15 am, Apr 04, 2013 a 0 W� E , L1r= 0 X um ©M&. 71101W CD - ii8/NW weec,me: Upper Level Floor Plan proNd NW. or shed ft A2A RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V 4� 4� 4� 0 o� �v 0 ISSUED FOR: No. Date Remarks A 3 -8 -2013 DRB PROJECT NO: 11384.00 PHASE: FINAL Floor Plan Upper Level SHEET NAME A2*4 SHEET NUMBER A34 _. card -1.47' „` -- w%Awl - AVEL u 1 t-"% I" 1— i N 1 a— [-.% I v 1 -.%L G.— 6— ir0 it r-1 I I -, w 1 4 TOWN OF VAIL y warren amp e a am, pr ,/ r 1 TAB Associates 7hGArd1bX*fiWG0 Po 10ft0Brc74a1 AYM.CO 818&7481 (WO)748•1470 =70�ve1Ln�s1 ww+wA5bMe0d ft0A" OW765.8164 saw C ARCHITECTURE INTERIORS PLANNING Architects, PC 0 STAMP V 4� 4� O O � �I t�t I U I� 1 ISSUED FOR: No. Date V A 3 -8 -2013 DRB 0 r�q 0 Rmiak= Issue valm. 07IIOJOB iiderior Elevations Project K(K 0537 Sheet Flo: A ZA RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V 4� 4� O O � �I t�t I U I� 1 ISSUED FOR: No. Date Remarks A 3 -8 -2013 DRB PROJECT NO: 11384.00 PHASE: FINAL EXTERIOR ELEV SHEET NAME A3*4 SHEET NUMBER ILDING SECTION 2 UILOf N�� Sr =CTION AA SG4Lr= =1/4 " -11 "- 0" =VR 13LDY� M eE± BCTEP - T :r . RAIL (TYPa JILDING SECTION Design Re,...,.. Staff Approval L' By Warren Campbell at 8:16 am, Apr 04, 2013 TOWN OF VAI TAB Associates The r�xrltJBeta�r�s pgstQlffC9 E IK7451 AVM, OD 81@2O -Mi 748 -1470 i=: (970) 74841471 GnUI : tob 0vaDMI atwt2Lgnwnm.q 8c Endmwft 8'8i}�7�r91�4 r ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP �o V 4� 4� 0 0 � U O ISSUED FOR: a� Date Remarks A 0 C) DRB �r MO U) W s-J_r vr� WF%AA;1. .a., L1C741i RffibkHw Laws oat= 7110! CD - 03/1 6f07 SheatTu Building Sections ENO. 0537 Sheet ND' A4, I RIMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V 4� 4� 0 0 � U O ISSUED FOR: No. Date Remarks A 3 -8 -2013 DRB PROJECT NO: 11384.00 PHASE: FINAL BUILDING SECTIONS SHEET NAME A4* 1 1 SHEET NUMBER t3LO�ING IX+1 FASCIA DO FASCIA D(S FASCIA EAVP DETAIL PLYWOOD Q - CASM INT. 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FM WALL M- SIR1Gi TAB Associates Tht Ardftcuayd Haf9ncs r adOSW OUT481 Avmy GO 8182&7431 MD) 748-147D (stc (871174&197"1 eme1: OVaIl.r� ws,w�aeear4emsxan a4!� Newft Enallra d 99ti76Ti -6i6'F FIA19111 � LIR 00 7 10" D9 7IiBf06 CD - 03116W $heal'iTUa: Details Pmjad ft 0537 A5.1 i Design Review Staff Approval TOWN �� By Warren Campbell at 8:08 am, Apr 04, 2013 ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP rr V MO (D I0 V °W W �+ FOR: a rr� E Remarks W r 0 DRB r rrvjj��yy V) Q rrr41� 0 7 10" D9 7IiBf06 CD - 03116W $heal'iTUa: Details Pmjad ft 0537 A5.1 i Design Review Staff Approval TOWN �� By Warren Campbell at 8:08 am, Apr 04, 2013 ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V P4 O ow D WD c�cI U ISSUED FOR: No. Date Remarks A 3 -8 -2013 DRB PROJECT NO: 11384.00 PHASE: FINAL DETAILS SHEET NAME • SHEET NUMBER M STR 1/4" = 1' -0' CLO ELEVATION TED REL ATED EXI ING 4 CABI IETRY� FRY M STR 1/400 = 1' -0' 4 ,3 I CLO ELEVATION, NEW DOOR TO MATCH EXISTING HARP RM ELEVATION (--�HARP RM ELEVATION 1/4" = ll—Olf 3 1 M STR 1/4" = 1' -0' CLO ELEVATION HARP RM ELEVATION M STR 1/400 = 1' -0' CLO ELEVATION HARP 1/411 = 1' -0" RM ELEVATION Design Review Staff Approval ��� By Warren Campbell at 8:08 am, Apr 04, 2013 TOWN RMT ARCHITECTURE INTERIORS PLANNING Architects, PC HANGING STAMP V 4� 4� CLOTHS DOOR 4� TO 0 o� co O ISSUED FOR: MASTER Date Remarks A 3 -8 -2013 EDR00 MASTER .. :. CLOSET .:.. M STR 1/4" = 1' -0' CLO ELEVATION HARP RM ELEVATION M STR 1/400 = 1' -0' CLO ELEVATION HARP 1/411 = 1' -0" RM ELEVATION Design Review Staff Approval ��� By Warren Campbell at 8:08 am, Apr 04, 2013 TOWN RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V 4� 4� 4� 0 o� co O ISSUED FOR: No. Date Remarks A 3 -8 -2013 DRB PROJECT NO: 11384.00 PHASE: FINAL Interior Elevations SHEET NAME A6el SHEET NUMBER