Loading...
HomeMy WebLinkAboutPEC18-0034_approved plans_1548971738.pdfPARCEL C B229, P660 B216, P474 B229, P660 5' 0.5' 1.0' 0.5' 0.5' 1.0' 0.5' 1.0' 1.0' 1.0' 81 ENTRY EL=8141.0' EL=8147.3' EL=8146.3' CONC BORDER STAIRS SHED BUILDING OUTLINE BUILDING OUTLINE BUILDING OUTLINE WOOD AC PAD STAIRS ROCK WALL PARKING DECKING CONC WALK CONC WALK CONC WALK CONC WALK CONC WALK WOOD FENCE CONC WALK PARKING GARAGE EL=8155.5' (BELOW) 54.0 55.5 5 54.8 5 53.7 9. 58 57.7 58 8. 58 57 53 6.9 55 53 53.5 53.4 49.4 4. 49.2 47.3 49.3 49.4 49.1 40.5 40.4 40.3 40.0 40.0 40.0 40.5 40 40 38.2 38.4 45.4 46 49.6 47 46.9 FOUND #3 REBAR FOUND #3 REBAR S 04°35'58" E 1 46.00' N 85 VAIL 2 THE LIFTHOUSE PARCEL B WESTWIND AT CONDOMINIUM FIRST VAIL THE LIFTHOUSE DN DN DN DN DN 11 '-0" 13'-3"4'-0"5'-0" 5'-0" 38.2 38.4 +46 L=8155. 8151' - 11" T.O.W. 5' 0.5'0.5' 0.5' 1.0' 0.5' 1.0' 1.0' 1.0' 1.0' 1.0' P FOUND #3 REBAR ENTRY EL=8141.0' SHED WOOD AC PAD CONC WALK CONC WALK CON C WALK CONC WALK EL=8155.5' 46.5 48.2 46.4 48.8 7. 48.6 46.8 46.9 55.6 55.9 55.4 55.8 55.3 55.3 55 .7 55.5 53.7 56.7 54.2 54.1 54.2 59.3 58.9 58 .4 58.5 58.6 58 .7 57 .9 3 53.8 56.9 56.6 55 .5 53.8 53 .5 55.8 54.3 48.6 48.9 49.1 49.0 48 .9 49.0 49.0 48 .9 40.6 40.4 40.3 40.5 40.6 40.7 40 .7 40 .6 46.0 45.4 46 .6 46.7 46.7 47.1 47.0 81558155 8155 8155 P 14"14"F F F F F F F F 14"F F F F F F F F F F F F F F B B B B B B B B B B B F F F F F F F F F F F F F F B B B B F F F F B B B B B B B B B DN A 1 2 3 4 5 6 7 8 B C D E F D.2 D.1 DN DN 3'-6" ABOVE T.O.S. 3'-6" ABOVE T.O.S. GUARD WALL TO SURROUND ENTIRE RAISED GRADING AREA 8156' - 0" 8138' - 1" PAVEMENT SLOPES. RE: SURVEY VEHICLE TURN- AROUND PARCEL E 8153.5 G 8159' - 0" DN PARKING ISLANDSITE STAIR TO REPLACE EXISTING 8156' - 0" 8147.5 8140.0 6 5 4 3 2 1 19' - 0"EAVE LINE ABOVE SURFACE PARKING 6 SPACES (1 ADA) PARKING LEVEL P1 PARKING LEVEL P2 PARKING LEVEL P3 TOTAL PARKING PROVIDED 15 SPACES (6 ADA) 51 SPACES 52 SPACES 154 SPACES PARKING REQUIREMENTS 1.4 SPACES PER EACH CONDO UNIT 1.4 SPACES PER EACH EHU NUMBER OF CONDO UNITS = 21 NUMBER OF EHU'S ON THE BUILDING = 2 TOTAL NUMBER OF UNITS = 23 PARKING SPACE REQUIRED FOR THE BUILDING= 23 X 1.4 = 33 EXISTING PARKING SPACES TO REPLACED: 91 TOTAL PARKING SPACES REQUIRED: 124 TOTAL PARKING SPACES PROVIDED: 154 PARKING LEVEL P4 30 SPACES PARKING CALCULATION PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 1/21/2019 12:10:48 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL SITE PLAN A-100 LION'S VIEW CONDO & GARAGE OZ 1" = 10'-0" 2 ARCHITECTURAL SITE PLAN A-100 PEC APPROVED 1/28/2019 12:00:00 AM UPUP DN DN A 1 2 3 4 5 6 7 8 B C D E 20' - 0" 29' - 0" 29' - 0" 29' - 0" 13' - 0"16' - 6"28' - 0" 16' - 6" 7' - 2 3/4" 7' - 0 1/2" 2' - 2 3/4" D.2 D.1 826 SF EHU 1 1342 SF EHU 2 1421 SF 2 BR-G PRIVATE ENCLOSED BALCONY PRIVATE ENCLOSED BALCONY77' - 6"PRIVATE ENCLOSED BALCONY OPEN TO BELOW 1186 SF ELEVATOR VESTIBULE / MAIN LOBBY 149 SF CORRIDOR 38 SF VEST.33 SF VEST. 707 SF ATRIUM OPEN TO BELOW 754 SF LIBRARY 148 SF CORRIDOR 32 SF REFRESHMENT COUNTER 8' - 8" 10' - 3 1/4" 10' - 3 1/4" 8' - 8" 8159'-0" EAVE LINE ABOVE LEVEL UNIT BREAKDOWN SQUARE FOOTAGE 1ST LEVEL EHU -1 _SF EHU -2 _SF 2 BR-G _SF (1) FOR- SALE UNIT, (2) EHU'S 2ND LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-A _SF 2 BR-B _SF 3RD LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-A _SF 2 BR-B _SF 4TH LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-C _SF 2 BR-D _SF 5TH LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-C _SF 2 BR-D _SF 6TH LEVEL 3 BR-C _SF 2 BR-E _SF 2 BR-F _SF (4) UNITS TOTAL 34,004 S.F. -EHU S.F. (2206 S.F.) = 31,798 S.F. GRFA 812 S.F. 1394 S.F. 1473 S.F. 3679 S.F. TOTAL 1668 S.F. 1748 S.F. 1392 S.F. 1392 S.F. 6200 S.F. TOTAL 1668 S.F. 1749 S.F. 1352 S.F. 1352 S.F. 6121 S.F. TOTAL 6121 S.F. TOTAL 1626 S.F. 1187 S.F. 1187 S.F. 5683 S.F. TOTAL (4) UNITS (4) UNITS (4) UNITS (23) UNITS (4) UNITS GRFA SUMMARY 3 BR-D _SF 1683 S.F. 1668 S.F. 1748 S.F. 1392 S.F. 1392 S.F. 6200 S.F. TOTAL 1668 S.F. 1749 S.F. 1352 S.F. 1352 S.F. (GRFA) & EHU REQUIREMENTS DESIGN GUIDELINE MAX ALLOWABLE GRFA ALLOWABLE OR REQUIRED AREA CALCULATIONS ALLOWABLE OR REQUIRED AREA PROPOSED AREA 79,388 SF MAX GRFA ALLOWED 250% OF TOTAL SITE AREA 2.5 X 31,755 SF = 79,388 SF 31,823 SF PROPOSED GRFA. 38% OF ALLOWABLE GRFA PROVIDED EHU S.F. AREA 10% OF TOTAL (GRFA) .10 X 31,823 SF = 3,183 SF 3,183 SF MIN EHU AREA REQUIRED 3,183 SF REQD. 2,171 SF PROVIDED. OWNER TO PROVIDE REMAINING EHU AREA OF MIN 1012 SF AT ANOTHER PROPERTY IN VAIL EHU 3 BEDROOM 2 BEDROOM UNIT TYPE LEGEND PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 3:14:24 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL LEVEL 1 FLOOR PLAN A-101 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"1 LEVEL 1 FLOOR PLAN - A A-101 PEC APPROVED 1/28/2019 12:00:00 AM UP UP A 1 2 3 4 5 6 7 B C D E16' - 6"28' - 0" 16' - 6" 7' - 2 3/4" 7' - 0 1/2" 2' - 2 3/4" 9' - 6" 20' - 0" 29' - 0" 29' - 0" 29' - 0" 13' - 0"77' - 6"129' - 6" D.2 D.1 3 BR - B2 BR - B 53 SF STORAGE 56 SF MECH. ROOM 406 SF CIRCULATION STAIR TOWER BELOW PROPERTY LINE 10' SETBACK 2 BR-A 3 BR - A LEVEL UNIT BREAKDOWN SQUARE FOOTAGE 1ST LEVEL EHU -1 _SF EHU -2 _SF 2 BR-G _SF (1) FOR- SALE UNIT, (2) EHU'S 2ND LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-A _SF 2 BR-B _SF 3RD LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-A _SF 2 BR-B _SF 4TH LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-C _SF 2 BR-D _SF 5TH LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-C _SF 2 BR-D _SF 6TH LEVEL 3 BR-C _SF 2 BR-E _SF 2 BR-F _SF (4) UNITS TOTAL 34,004 S.F. -EHU S.F. (2206 S.F.) = 31,798 S.F. GRFA 812 S.F. 1394 S.F. 1473 S.F. 3679 S.F. TOTAL 1668 S.F. 1748 S.F. 1392 S.F. 1392 S.F. 6200 S.F. TOTAL 1668 S.F. 1749 S.F. 1352 S.F. 1352 S.F. 6121 S.F. TOTAL 6121 S.F. TOTAL 1626 S.F. 1187 S.F. 1187 S.F. 5683 S.F. TOTAL (4) UNITS (4) UNITS (4) UNITS (23) UNITS (4) UNITS GRFA SUMMARY 3 BR-D _SF 1683 S.F. 1668 S.F. 1748 S.F. 1392 S.F. 1392 S.F. 6200 S.F. TOTAL 1668 S.F. 1749 S.F. 1352 S.F. 1352 S.F. (GRFA) & EHU REQUIREMENTS DESIGN GUIDELINE MAX ALLOWABLE GRFA ALLOWABLE OR REQUIRED AREA CALCULATIONS ALLOWABLE OR REQUIRED AREA PROPOSED AREA 79,388 SF MAX GRFA ALLOWED 250% OF TOTAL SITE AREA 2.5 X 31,755 SF = 79,388 SF 31,823 SF PROPOSED GRFA. 38% OF ALLOWABLE GRFA PROVIDED EHU S.F. AREA 10% OF TOTAL (GRFA) .10 X 31,823 SF = 3,183 SF 3,183 SF MIN EHU AREA REQUIRED 3,183 SF REQD. 2,171 SF PROVIDED. OWNER TO PROVIDE REMAINING EHU AREA OF MIN 1012 SF AT ANOTHER PROPERTY IN VAIL EHU 3 BEDROOM 2 BEDROOM UNIT TYPE LEGEND PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 3:14:28 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL LEVEL 2 FLOOR PLAN A-102 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"1 LEVEL 2 FLOOR PLAN A-102 PEC APPROVED 1/28/2019 12:00:00 AM UPUP A 2 3 4 5 6 7 8 B C D E 131' - 6" 11' - 6" 20' - 0" 29' - 0" 29' - 0" 29' - 0" 13' - 0"77' - 6"16' - 6"28' - 0" 16' - 6" 7' - 2 3/4" 7' - 0 1/2" 2' - 2 3/4"D.2 D.1 53 SF STORAGE 56 SF MECH. ROOM 2 BR - A 11 3/8"3BR- A PROPERTY LINE 10' SETBACK 2BR-B 3BR-B LEVEL UNIT BREAKDOWN SQUARE FOOTAGE 1ST LEVEL EHU -1 _SF EHU -2 _SF 2 BR-G _SF (1) FOR- SALE UNIT, (2) EHU'S 2ND LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-A _SF 2 BR-B _SF 3RD LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-A _SF 2 BR-B _SF 4TH LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-C _SF 2 BR-D _SF 5TH LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-C _SF 2 BR-D _SF 6TH LEVEL 3 BR-C _SF 2 BR-E _SF 2 BR-F _SF (4) UNITS TOTAL 34,004 S.F. -EHU S.F. (2206 S.F.) = 31,798 S.F. GRFA 812 S.F. 1394 S.F. 1473 S.F. 3679 S.F. TOTAL 1668 S.F. 1748 S.F. 1392 S.F. 1392 S.F. 6200 S.F. TOTAL 1668 S.F. 1749 S.F. 1352 S.F. 1352 S.F. 6121 S.F. TOTAL 6121 S.F. TOTAL 1626 S.F. 1187 S.F. 1187 S.F. 5683 S.F. TOTAL (4) UNITS (4) UNITS (4) UNITS (23) UNITS (4) UNITS GRFA SUMMARY 3 BR-D _SF 1683 S.F. 1668 S.F. 1748 S.F. 1392 S.F. 1392 S.F. 6200 S.F. TOTAL 1668 S.F. 1749 S.F. 1352 S.F. 1352 S.F. (GRFA) & EHU REQUIREMENTS DESIGN GUIDELINE MAX ALLOWABLE GRFA ALLOWABLE OR REQUIRED AREA CALCULATIONS ALLOWABLE OR REQUIRED AREA PROPOSED AREA 79,388 SF MAX GRFA ALLOWED 250% OF TOTAL SITE AREA 2.5 X 31,755 SF = 79,388 SF 31,823 SF PROPOSED GRFA. 38% OF ALLOWABLE GRFA PROVIDED EHU S.F. AREA 10% OF TOTAL (GRFA) .10 X 31,823 SF = 3,183 SF 3,183 SF MIN EHU AREA REQUIRED 3,183 SF REQD. 2,171 SF PROVIDED. OWNER TO PROVIDE REMAINING EHU AREA OF MIN 1012 SF AT ANOTHER PROPERTY IN VAIL EHU 3 BEDROOM 2 BEDROOM UNIT TYPE LEGEND PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 3:14:32 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL LEVEL 3 FLOOR PLAN A-103 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"1 LEVEL 3 FLOOR PLAN A-103 PEC APPROVED 1/28/2019 12:00:00 AM A 2 3 4 5 6 7 B C D E D.2 D.1 53 SF STORAGE 56 SF MECH. ROOM 407 SF CIRCULATION 2 BR - C 3 BR - A 3 BR- B 9' - 6" 20' - 0" 29' - 0" 29' - 0" 29' - 0" 13' - 0"16' - 6"28' - 0" 16' - 6" 7' - 2 3/4" 7' - 0 1/2" 2' - 2 3/4" 77' - 6"129' - 6" 2 BR - D PROPERTY LINE 10' SETBACK LEVEL UNIT BREAKDOWN SQUARE FOOTAGE 1ST LEVEL EHU -1 _SF EHU -2 _SF 2 BR-G _SF (1) FOR- SALE UNIT, (2) EHU'S 2ND LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-A _SF 2 BR-B _SF 3RD LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-A _SF 2 BR-B _SF 4TH LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-C _SF 2 BR-D _SF 5TH LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-C _SF 2 BR-D _SF 6TH LEVEL 3 BR-C _SF 2 BR-E _SF 2 BR-F _SF (4) UNITS TOTAL 34,004 S.F. -EHU S.F. (2206 S.F.) = 31,798 S.F. GRFA 812 S.F. 1394 S.F. 1473 S.F. 3679 S.F. TOTAL 1668 S.F. 1748 S.F. 1392 S.F. 1392 S.F. 6200 S.F. TOTAL 1668 S.F. 1749 S.F. 1352 S.F. 1352 S.F. 6121 S.F. TOTAL 6121 S.F. TOTAL 1626 S.F. 1187 S.F. 1187 S.F. 5683 S.F. TOTAL (4) UNITS (4) UNITS (4) UNITS (23) UNITS (4) UNITS GRFA SUMMARY 3 BR-D _SF 1683 S.F. 1668 S.F. 1748 S.F. 1392 S.F. 1392 S.F. 6200 S.F. TOTAL 1668 S.F. 1749 S.F. 1352 S.F. 1352 S.F. (GRFA) & EHU REQUIREMENTS DESIGN GUIDELINE MAX ALLOWABLE GRFA ALLOWABLE OR REQUIRED AREA CALCULATIONS ALLOWABLE OR REQUIRED AREA PROPOSED AREA 79,388 SF MAX GRFA ALLOWED 250% OF TOTAL SITE AREA 2.5 X 31,755 SF = 79,388 SF 31,823 SF PROPOSED GRFA. 38% OF ALLOWABLE GRFA PROVIDED EHU S.F. AREA 10% OF TOTAL (GRFA) .10 X 31,823 SF = 3,183 SF 3,183 SF MIN EHU AREA REQUIRED 3,183 SF REQD. 2,171 SF PROVIDED. OWNER TO PROVIDE REMAINING EHU AREA OF MIN 1012 SF AT ANOTHER PROPERTY IN VAIL EHU 3 BEDROOM 2 BEDROOM UNIT TYPE LEGEND PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 3:14:38 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL LEVEL 4 FLOOR PLAN A-104 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"1 LEVEL 4 FLOOR PLAN A-104 PEC APPROVED 1/28/2019 12:00:00 AM A 1 2 3 4 5 6 7 8 B C D E D.2 D.1 55 SF STORAGE 58 SF MECH. ROOM 3 BR - B 2 BR - C 2 BR - D 3 BR - A 19' - 6" 9' - 6" 20' - 0" 29' - 0" 29' - 0" 29' - 0" 136' - 0"16' - 6"28' - 0" 16' - 6" 7' - 2 3/4" 7' - 0 1/2" 75' - 3 1/4"PROPERTY LINE 10' SETBACK 5' - 6 1/2"6' - 0 5/8" LEVEL UNIT BREAKDOWN SQUARE FOOTAGE 1ST LEVEL EHU -1 _SF EHU -2 _SF 2 BR-G _SF (1) FOR- SALE UNIT, (2) EHU'S 2ND LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-A _SF 2 BR-B _SF 3RD LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-A _SF 2 BR-B _SF 4TH LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-C _SF 2 BR-D _SF 5TH LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-C _SF 2 BR-D _SF 6TH LEVEL 3 BR-C _SF 2 BR-E _SF 2 BR-F _SF (4) UNITS TOTAL 34,004 S.F. -EHU S.F. (2206 S.F.) = 31,798 S.F. GRFA 812 S.F. 1394 S.F. 1473 S.F. 3679 S.F. TOTAL 1668 S.F. 1748 S.F. 1392 S.F. 1392 S.F. 6200 S.F. TOTAL 1668 S.F. 1749 S.F. 1352 S.F. 1352 S.F. 6121 S.F. TOTAL 6121 S.F. TOTAL 1626 S.F. 1187 S.F. 1187 S.F. 5683 S.F. TOTAL (4) UNITS (4) UNITS (4) UNITS (23) UNITS (4) UNITS GRFA SUMMARY 3 BR-D _SF 1683 S.F. 1668 S.F. 1748 S.F. 1392 S.F. 1392 S.F. 6200 S.F. TOTAL 1668 S.F. 1749 S.F. 1352 S.F. 1352 S.F. (GRFA) & EHU REQUIREMENTS DESIGN GUIDELINE MAX ALLOWABLE GRFA ALLOWABLE OR REQUIRED AREA CALCULATIONS ALLOWABLE OR REQUIRED AREA PROPOSED AREA 79,388 SF MAX GRFA ALLOWED 250% OF TOTAL SITE AREA 2.5 X 31,755 SF = 79,388 SF 31,823 SF PROPOSED GRFA. 38% OF ALLOWABLE GRFA PROVIDED EHU S.F. AREA 10% OF TOTAL (GRFA) .10 X 31,823 SF = 3,183 SF 3,183 SF MIN EHU AREA REQUIRED 3,183 SF REQD. 2,171 SF PROVIDED. OWNER TO PROVIDE REMAINING EHU AREA OF MIN 1012 SF AT ANOTHER PROPERTY IN VAIL EHU 3 BEDROOM 2 BEDROOM UNIT TYPE LEGEND PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 3:14:44 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL LEVEL 5 FLOOR PLAN A-105 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0" 1 LEVEL 5 FLOOR PLAN A-105 PEC APPROVED 1/28/2019 12:00:00 AM A 1 2 3 4 5 6 7 B C D E D.1 56 SF STORAGE 59 SF MECH. ROOM 9' - 6" 20' - 0" 29' - 0" 29' - 0" 29' - 0" 13' - 0"16' - 6"28' - 0" 16' - 6" 413 SF CIRCULATION 59' - 2 1/4" 59' - 2 1/4" PROPERTY LINE 10' SETBACK 4' - 1 1/8" 3BR-C 3BR-D2BR-E 2BR-F LEVEL UNIT BREAKDOWN SQUARE FOOTAGE 1ST LEVEL EHU -1 _SF EHU -2 _SF 2 BR-G _SF (1) FOR- SALE UNIT, (2) EHU'S 2ND LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-A _SF 2 BR-B _SF 3RD LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-A _SF 2 BR-B _SF 4TH LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-C _SF 2 BR-D _SF 5TH LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-C _SF 2 BR-D _SF 6TH LEVEL 3 BR-C _SF 2 BR-E _SF 2 BR-F _SF (4) UNITS TOTAL 34,004 S.F. -EHU S.F. (2206 S.F.) = 31,798 S.F. GRFA 812 S.F. 1394 S.F. 1473 S.F. 3679 S.F. TOTAL 1668 S.F. 1748 S.F. 1392 S.F. 1392 S.F. 6200 S.F. TOTAL 1668 S.F. 1749 S.F. 1352 S.F. 1352 S.F. 6121 S.F. TOTAL 6121 S.F. TOTAL 1626 S.F. 1187 S.F. 1187 S.F. 5683 S.F. TOTAL (4) UNITS (4) UNITS (4) UNITS (23) UNITS (4) UNITS GRFA SUMMARY 3 BR-D _SF 1683 S.F. 1668 S.F. 1748 S.F. 1392 S.F. 1392 S.F. 6200 S.F. TOTAL 1668 S.F. 1749 S.F. 1352 S.F. 1352 S.F. (GRFA) & EHU REQUIREMENTS DESIGN GUIDELINE MAX ALLOWABLE GRFA ALLOWABLE OR REQUIRED AREA CALCULATIONS ALLOWABLE OR REQUIRED AREA PROPOSED AREA 79,388 SF MAX GRFA ALLOWED 250% OF TOTAL SITE AREA 2.5 X 31,755 SF = 79,388 SF 31,823 SF PROPOSED GRFA. 38% OF ALLOWABLE GRFA PROVIDED EHU S.F. AREA 10% OF TOTAL (GRFA) .10 X 31,823 SF = 3,183 SF 3,183 SF MIN EHU AREA REQUIRED 3,183 SF REQD. 2,171 SF PROVIDED. OWNER TO PROVIDE REMAINING EHU AREA OF MIN 1012 SF AT ANOTHER PROPERTY IN VAIL EHU 3 BEDROOM 2 BEDROOM UNIT TYPE LEGEND PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 3:14:49 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL LEVEL 6 FLOOR PLAN A-106 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"1 LEVEL 6 FLOOR PLAN A-106 PEC APPROVED 1/28/2019 12:00:00 AM DW DW A 1 1 2.01 2.02 2 3 4 5 6 7 8 B C D E 2.03 1 2.04 2 A-203 A-201 A-204 D.2 D.1 8:12 20' - 0"29' - 0" 29' - 0" 29' - 0"7' - 2 3/4" 16' - 6" 28' - 0" 16' - 6"A-202 b 8220' - 0" DASHED LINE DENOTES EXTERIOR ENVELOPE BELOW PROPERTY LINE 10' SETBACK 8224' - 7 5/8" 8224' - 7 5/8" 8224' - 5 3/8" 8224' - 7 5/8" 8230' - 0" T.O.W.8230' - 0" T.O.W. 8230' - 0" 24' - 3 3/4" 6:126:1 26:1 2 6:1 26:1 2 6:1 26:1 26:1 2 6:1 2 6:1 2 8:12 6:1 2 6:1 2 6:1 2 6:1 2SK.201 1 SK.202 1 SK.203 1 SK.204 37' - 4 5/8" 37' - 4 1/2" 1 SK.03 2 SK.03 3 SK.03 4 SK.03 6:1 26:1 26:12 6:12 6:126:12 6:126:1 2 6:1 28:128:12 74' - 9 1/8"STAIR TOWER CONTINUES UP TO ROOF DECK TO ALLOW FOR ROOF ACCESS 6:12 6:12 6:12 6:12 6:1 2 4:1 212:12 TYP . PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 1/21/2019 12:01:30 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvt 1/8" = 1'-0"LION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL ROOF PLAN A-107 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"1 ROOF PLAN ROOF PLAN NOTES 1. MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS). SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2. MAINTAIN 2" MINIMUM RIGID INSULATION AT ROOF DRAINS. 3. OVERFLOW DRAINS ARE TO BE 2" ABOVE PRIMARY ROOF DRAINS U.N.O. 4. PROVIDE WALKWAY PADS BETWEEN AND AROUND MECHANICAL EQUIPMENT, ACCESS POINTS, AND WINDOW WASHING LOCATIONS. 5. SEE SHEET ____ FOR TYPICAL ROOF DETAILS. A-107 PEC APPROVED 1/28/2019 12:00:00 AM DN DN DN DN DN 5.5 11'-0 " 13'-3"4'-0"5'-0" 5'-0" 772 SF 3'-6" ABOVE T.O.S. 38.2 38.4 +46 8151' - 11" T.O.W. 1.0' 0.5' 1.0' 1.0' 1.0' 1.0' 1.0' FOUND #3 REBAR ENTRY EL=8141.0' SHED WOOD AC PAD CONC WALK CONC WALK CONC WALK EL=8155.5' 55 46.5 48.2 46.4 48.8 46 47 47 47 48.6 46.8 46.9 55.6 55.9 55.4 55.8 55.3 55.3 55.7 55.5 53.7 56.7 54.2 54.1 54.2 59.3 58.9 58.4 56.6 55.5 53.5 55.8 54.3 48.6 48.9 49.1 49.0 48.9 49.0 49.0 48.9 40.6 40.4 40.3 40.5 40.6 40.7 40.7 40.6 46.0 45.4 46.6 46.7 46.7 47.1 47.0 47.4 81558155 8155 14"F F F F F F F F 14"F F F F F F F F F F F F F F B B B B B B B B B B B F F F F F F F F F F F F F F B B B B F F F F B B B B B B B B B DN A 1 2 3 4 5 6 7 8 B C D E F 9 ADJACENT DEVELOPMENT, N.I.C. 8148' - 5"8146' - 5" 8156' - 0" 8138' - 1" D.2 D.1 G LIGHTING FIXTURE LEGEND ASHBURY WALL MOUNTED LIGHT CEILING RECESSED FIXTURE CEILING MOUNTED FIXTURE WALL MOUNTED STEP LIGHT BOLLARD PATH LIGHT PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 3:14:59 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL SITE LIGHTING PLAN A-130 LION'S VIEW CONDO & GARAGE OZ 1" = 10'-0"1 ARCHITECTURAL SITE PLAN A-130 PEC APPROVED 1/28/2019 12:00:00 AM A 1 2 3 4 5 6 7 B C D E D.2 D.13' - 3"4' - 0" 4' - 0"4' - 0" 4' - 0"8' - 1 7/8"2' - 0"1' - 6"1' - 6"1' - 6"4' - 3 1/8" 4' - 0" 4' - 0"2' - 0" 2' - 0"EQEQ EQ EQ EQ EQ 1' - 1 1/2"EQ EQ EQ EQEQEQ LIGHTING FIXTURE LEGEND ASHBURY WALL MOUNTED LIGHT CEILING RECESSED FIXTURE CEILING MOUNTED FIXTURE WALL MOUNTED STEP LIGHT BOLLARD PATH LIGHT PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 3:15:02 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL LEVEL 1 RCP A-131 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"1 LEVEL 1 REFLECTED CEILING PLAN A-131 PEC APPROVED 1/28/2019 12:00:00 AM A 2 3 4 5 6 7 B C D E D.2 D.13' - 0"4' - 0" 4' - 0"4' - 0" 4' - 0"4' - 0" 4' - 0"4' - 0" 4' - 0"3' - 0" 3' - 0"3' - 0"3' - 0" 3' - 0"3' - 0"4' - 0" 4' - 0"3' - 0"4' - 0" 4' - 0"EQ EQ 4' - 3 1/8"3' - 0"3' - 0"2' - 1 71/128"4' - 0"4' - 0" 4' - 0"4' - 0"6' - 2 1/2" 1' - 5" LIGHTING FIXTURE LEGEND ASHBURY WALL MOUNTED LIGHT CEILING RECESSED FIXTURE CEILING MOUNTED FIXTURE WALL MOUNTED STEP LIGHT BOLLARD PATH LIGHT PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 3:15:06 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL LEVEL 2 RCP A-132 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"1 LEVEL 2 REFLECTED CEILING PLAN A-132 PEC APPROVED 1/28/2019 12:00:00 AM A 2 3 4 5 6 7 B C D E D.2 D.1 4' - 0" 4' - 0"4' - 0" 4' - 0"4' - 0"4' - 0"4' - 0"4' - 0" 3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"4' - 0" 4' - 0" 1' - 4 37/64"4' - 0"4' - 0" 2' - 0"4' - 0"4' - 0"2' - 0" 2' - 1 71/128"4' - 0"4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"2' - 0"9 9/32" LIGHTING FIXTURE LEGEND ASHBURY WALL MOUNTED LIGHT CEILING RECESSED FIXTURE CEILING MOUNTED FIXTURE WALL MOUNTED STEP LIGHT BOLLARD PATH LIGHT PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 3:15:10 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL LEVEL 3 RCP A-133 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"1 LEVEL 3 REFLECTED CEILING PLAN A-133 PEC APPROVED 1/28/2019 12:00:00 AM A 2 3 4 5 6 7 B C D E D.2 D.14' - 0" 4' - 0" 2' - 0"4' - 0" 4' - 0"2' - 0"3' - 0"4' - 0" 4' - 0" 3' - 0"4' - 0"4' - 0"2' - 0"4' - 0"4' - 0"2' - 0"4' - 0"4' - 0"2' - 0" 2' - 0"EQ EQ4' - 0"4' - 0" 1' - 7"LIGHTING FIXTURE LEGEND ASHBURY WALL MOUNTED LIGHT CEILING RECESSED FIXTURE CEILING MOUNTED FIXTURE WALL MOUNTED STEP LIGHT BOLLARD PATH LIGHT PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 3:15:14 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL LEVEL 4 RCP A-134 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"1 LEVEL 4 REFLECTED CEILING PLAN A-134 PEC APPROVED 1/28/2019 12:00:00 AM A 2 3 4 5 6 7 B C D E D.2 D.12' - 1 71/128" 4' - 0"4' - 0" 4' - 0" 4' - 0"4' - 0"4' - 0"6' - 0 1/8" LIGHTING FIXTURE LEGEND ASHBURY WALL MOUNTED LIGHT CEILING RECESSED FIXTURE CEILING MOUNTED FIXTURE WALL MOUNTED STEP LIGHT BOLLARD PATH LIGHT PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 3:15:19 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL LEVEL 5 RCP A-135 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"1 LEVEL 5 REFLECTED CEILING PLAN A-135 PEC APPROVED 1/28/2019 12:00:00 AM A 2 3 4 5 6 7 B C D E D.2 D.17' - 4 3/8"EQ EQ 2' - 1 1/2" 6' - 0 1/8" LIGHTING FIXTURE LEGEND ASHBURY WALL MOUNTED LIGHT CEILING RECESSED FIXTURE CEILING MOUNTED FIXTURE WALL MOUNTED STEP LIGHT BOLLARD PATH LIGHT PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 3:15:21 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL LEVEL 6 RCP A-136 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"1 LEVEL 6 REFLECTED CEILING PLAN A-136 PEC APPROVED 1/28/2019 12:00:00 AM UP DN DN 14"B B 6" ABOVE T.O.S. 151' - 11" T.O.W. 38.2 +46 8151' - 11" T.O.W. 1.0' 0.5' 1.0' 1.0' 1.0' 1.0' 1.0' #3 REBAR SHED WOOD AC PAD CONC WALK 46.5 48.2 46.4 46.9 48.8 46.9 46 48.6 46.8 46.9 55.4 55.855.5 56.7 54.2 54.1 54.2 58.9 55.5 55.8 54.3 48.6 48.9 49.1 49.0 48.9 49.0 49.0 48.9 40.6 40.4 40.3 40.5 40.6 40.7 40.7 40.6 46.7 46.7 8 15 5 8155 F F F F F F F F F F F F F F F F F F F F F F F F 14"13'-3" A 1 2 3 4 5 6 7 8 B C D E F 12 3 8 9 10 13 14 15 RAMP DN.TO P229' - 0" 20' - 0" 29' - 0" 29' - 0" 29' - 0" 13' - 0" 27' - 6"16' - 6" 28' - 0" 16' - 6" 16' - 6" 28' - 0" 16' - 6"177' - 6" D.2 D.1 6 5 4 3 2 1 VEHICLE TURN-AROUND PATIO PARAPET WALL ABOVE RAMP DOWN 8%8146' - 5" 194 SF TRASH 2 4' - 0" 4 5 6 7 PRIMARY ENTRY P1 PARKING COUNT : 15 SPACES DN DN DN 111 SF STORAGE 174 SF STAIR 'C' GG122' - 0"PROPERTY LINE 12 11 OFFICE FIRE CONTROL ROOM LOWER LOBBY 9' - 0"19' - 0"8144'-0" 8140-10" RAMP DOWN RAMP DOWN 6" VISITOR PARKING AREA STORAGE AREA 4' - 11" 20' - 0" 14' - 11" TYP. 9' - 0"TYP.18' - 0"TYP. ADA 9' - 0" 5' - 1"TYP. ADA18' - 0"DRIVE AISLE WIDTH24' - 0"SURFACE PARKING 6 SPACES (1 ADA) PARKING LEVEL P1 PARKING LEVEL P2 PARKING LEVEL P3 TOTAL PARKING PROVIDED 15 SPACES (6 ADA) 51 SPACES 52 SPACES 154 SPACES PARKING REQUIREMENTS 1.4 SPACES PER EACH CONDO UNIT 1.4 SPACES PER EACH EHU NUMBER OF CONDO UNITS = 21 NUMBER OF EHU'S ON THE BUILDING = 2 TOTAL NUMBER OF UNITS = 23 PARKING SPACE REQUIRED FOR THE BUILDING= 23 X 1.4 = 33 EXISTING PARKING SPACES TO REPLACED: 91 TOTAL PARKING SPACES REQUIRED: 124 TOTAL PARKING SPACES PROVIDED: 154 PARKING LEVEL P4 30 SPACES PARKING CALCULATION PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 3:14:13 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL PARKING LEVEL 1 A-1B1 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"1 LEVEL P1 A-1B1 PEC APPROVED 1/28/2019 12:00:00 AM UP A 1 2 3 4 5 6 7 8 B C D E F 16' - 6" 28' - 0" 33' - 0" 28' - 0" 16' - 6"8134' - 6" 17 18 19 20 21 22 23 24 25 26 27 64 62 61 60 59 58 57 56 55 4445 46 47 48 49 50 52 53 54 D.2 D.1 RAMP DOWNRAMP UPTO P12 4' - 0" RAMP DOWN 24' - 0"24' - 0"BOLLARDS 111 SF STORAGE 28 29 32 33 PEDESTRIAN RAMPUNEXCAVATED RAMP DOWNTO P3ACCESS STAIR TO PLAZA ABOVE AREA N.I.C. P2 PARKING COUNT : 51 SPACES 174 SF STAIR 'C' G 24' - 0" 63 42 30 31 24 ' - 0" 34 35 36 37 38 39 40 41 51 122' - 0"UNEXCAVATED 16 43 RAMP DOWN65 66 8136'-8" 8130'-4" 167 SF STAIR 'A' 76 SF STORAGE SURFACE PARKING 6 SPACES (1 ADA) PARKING LEVEL P1 PARKING LEVEL P2 PARKING LEVEL P3 TOTAL PARKING PROVIDED 15 SPACES (6 ADA) 51 SPACES 52 SPACES 154 SPACES PARKING REQUIREMENTS 1.4 SPACES PER EACH CONDO UNIT 1.4 SPACES PER EACH EHU NUMBER OF CONDO UNITS = 21 NUMBER OF EHU'S ON THE BUILDING = 2 TOTAL NUMBER OF UNITS = 23 PARKING SPACE REQUIRED FOR THE BUILDING= 23 X 1.4 = 33 EXISTING PARKING SPACES TO REPLACED: 91 TOTAL PARKING SPACES REQUIRED: 124 TOTAL PARKING SPACES PROVIDED: 154 PARKING LEVEL P4 30 SPACES PARKING CALCULATION PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 4:36:30 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL PARKING LEVEL 2 A-1B2 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0" 1 LEVEL P2 A-1B2 PEC APPROVED 1/28/2019 12:00:00 AM A 1 2 3 4 5 6 7 8 B C D E F 29' - 0" 20' - 0" 29' - 0" 29' - 0" 29' - 0" 13' - 0" 27' - 6" 176' - 6" 67 68 69 70 71 72 73 74 75 76 77 82 83 84 85 86 87 88 89 90 91 92 113 112 111 110 109 108 107 106 93 97 98 99 100 102 103 104 105 D.2 D.1 RAMP DOWN 2 4' - 0" 78 79 80 RAMP UPTO P2RAMP DOWNTO P4P3 PARKING COUNT : 52 SPACES 111 SF ELEV. MACHINE RM 174 SF STAIR 'C' G 24 ' - 0"24' - 0"114 115 81 94 95 96101 116 117 118 RAMP DOWN RAMP DOWN8119'-10" 8126'-2" 8123'-0" SURFACE PARKING 6 SPACES (1 ADA) PARKING LEVEL P1 PARKING LEVEL P2 PARKING LEVEL P3 TOTAL PARKING PROVIDED 15 SPACES (6 ADA) 51 SPACES 52 SPACES 154 SPACES PARKING REQUIREMENTS 1.4 SPACES PER EACH CONDO UNIT 1.4 SPACES PER EACH EHU NUMBER OF CONDO UNITS = 21 NUMBER OF EHU'S ON THE BUILDING = 2 TOTAL NUMBER OF UNITS = 23 PARKING SPACE REQUIRED FOR THE BUILDING= 23 X 1.4 = 33 EXISTING PARKING SPACES TO REPLACED: 91 TOTAL PARKING SPACES REQUIRED: 124 TOTAL PARKING SPACES PROVIDED: 154 PARKING LEVEL P4 30 SPACES PARKING CALCULATION PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 4:36:31 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL PARKING LEVEL 3 A-1B3 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0" 1 LEVEL P3 A-1B3 PEC APPROVED 1/28/2019 12:00:00 AM 1 2 3 4 5 6 7 8 D E F D.2 D.1 24' - 0"RAMP TERMINATES BEYOND THIS POINT RAMP DOWN UPRAMP UP TO P3STORAGE P4 PARKING COUNT : 30 SPACES G 119 120 121 122 123 124 125 126 127 128 129 133 134 135 136 137 138 139 140 141 142 143 144 145 130 131 132 146 147 148 8112'-6" 8115'-8" 29' - 0" 20' - 0" 29' - 0" 29' - 0" 29' - 0" 13' - 0" 27' - 6" 176' - 6"7' - 2 3/4" 7' - 0 1/2" 2' - 2 3/4" 28' - 0"16' - 6" 26' - 0"18' - 0" 8' - 8"8' - 6 3/4" 61' - 0"6"6" WATER QUALITY VAULT TO PUMP DRAINAGE TO EXISTING WATER VAULT @ SE OF PROPERTY. RE: CIVIL MEMORANDUM WATER QUALITY VAULT W/ STORMWATER OIL AND SEDIMENT SEPARATOR. RE: CIVIL MEMORANDUM. SURFACE PARKING 6 SPACES (1 ADA) PARKING LEVEL P1 PARKING LEVEL P2 PARKING LEVEL P3 TOTAL PARKING PROVIDED 15 SPACES (6 ADA) 51 SPACES 52 SPACES 154 SPACES PARKING REQUIREMENTS 1.4 SPACES PER EACH CONDO UNIT 1.4 SPACES PER EACH EHU NUMBER OF CONDO UNITS = 21 NUMBER OF EHU'S ON THE BUILDING = 2 TOTAL NUMBER OF UNITS = 23 PARKING SPACE REQUIRED FOR THE BUILDING= 23 X 1.4 = 33 EXISTING PARKING SPACES TO REPLACED: 91 TOTAL PARKING SPACES REQUIRED: 124 TOTAL PARKING SPACES PROVIDED: 154 PARKING LEVEL P4 30 SPACES PARKING CALCULATION PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 4:36:31 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 Author Checker 2018/09/10 PEC SUBMITTAL PARKING LEVEL 4 A-1B4 LION'S VIEW CONDO & GARAGE Approver 1/8" = 1'-0"1 LEVEL P4 A-1B4 PEC APPROVED 1/28/2019 12:00:00 AM LEVEL 1 LEVEL 4 8188' - 6" LEVEL 2 8167' - 6" LEVEL 3 8178' - 0" 1 LEVEL P1 8145' - 0" 2 3 4 5 6 7 8 LEVEL 5 8199' - 0" ROOF DECK 8220' - 0" RIDGE HEIGHT 8230' - 0" LEVEL 6 8209' - 6" GRADE TOP 8156' - 0" 29' - 0" 20' - 0" 29' - 0" 29' - 0" 29' - 0" 13' - 0" 27' - 6" ADJACENT DEVELOPMENT N.I.C. PROPERTY LINE AREA EAST OF P.L. N.I.C. R-02 W-01 ? ?2' - 0"2' - 0" 2' - 0"2' - 0"3' - 5"2' - 0"8146' - 5" 8148' - 5" ORIGINAL GRADE 8156' - 11"< 82.5 ' MAX BUILDING HEIGHT74' - 0"10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 13' - 7" 10' - 0"MATERIALS SCHEDULE MATERIAL # MATERIAL NAME LOCATION MANUFACTURER (BASIS OF DESIGN) STYLE / PRODUCT NO. COLOR COMMENTS R-01 R-02 W-01 W-02 W-03 W-04 DECORATIVE - STAGGERED METAL ROOF PANEL OCTAGONAL ROOF 3R TILES, INC. SQUARE MURAL TILE - (13"X13") TBD STAGGERED @ 45 DEGREES GENERAL ROOFING - ASPHALT SHINGLES OVERALL ROOF MATERIAL GAF TIMBERLINE NATURAL SHADOW MATERIAL # -- PRE-CAST STONE - FIELD WALL MATERIAL METAL ACCENT ALUMINUM PANEL RUBBLE STONE VENEER WATER TABLE MATERIAL # ACCENT LOCATIONS. RE: ELEV. BUILDING PLINTH - BASE NORTH ELEV. - PLINTH -- MANUF. TO MATCH ADJ. BUILDING RUBBLE STONE. DRI-DESIGN MATERIAL # MATERIAL # TAPERED METAL PANEL. (MAX PANEL SIZES: 24"x120" & 48"x 48") -- MATERIAL # -- -- TBD TBD -- METAL PANEL TAPERED IN SELECT AREAS ONLY. RE: ELEVATIONS -- -- AF-01 AF-02 METAL CORNICE VARIOUS - SOUTH ELEV. TBD -- -- -- (PRECAST CORBELS / CORNICES) VARIOUS LOCATIONS. RE: ELEVATIONS SAME AS STONE WALL PANEL MFR. -- -- -- PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 1/21/2019 11:54:51 AM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL BUILDING ELEVATION -SOUTH A-201 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"1 SOUTH ELEVATION A-201 PEC APPROVED 1/28/2019 12:00:00 AM LEVEL 1 8156' - 0" LEVEL 4 8188' - 6" LEVEL 2 8167' - 6" LEVEL 3 8178' - 0" AB C D EF LEVEL 5 8199' - 0" ROOF DECK 8220' - 0" RIDGE HEIGHT 8230' - 0" LEVEL 6 8209' - 6" GRADE 8146' - 5" GRADE TOP 8156' - 0"10' - 0"10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 11' - 6" 28' - 0" 16' - 6" 16' - 6" 28' - 0" 16' - 6" 105' - 6" D.2 D.1 G ORIGINAL GRADE 8156' - 11" MATERIALS SCHEDULE MATERIAL # MATERIAL NAME LOCATION MANUFACTURER (BASIS OF DESIGN) STYLE / PRODUCT NO. COLOR COMMENTS R-01 R-02 W-01 W-02 W-03 W-04 DECORATIVE - STAGGERED METAL ROOF PANEL OCTAGONAL ROOF 3R TILES, INC. SQUARE MURAL TILE - (13"X13") TBD STAGGERED @ 45 DEGREES GENERAL ROOFING - ASPHALT SHINGLES OVERALL ROOF MATERIAL GAF TIMBERLINE NATURAL SHADOW MATERIAL # -- PRE-CAST STONE - FIELD WALL MATERIAL METAL ACCENT ALUMINUM PANEL RUBBLE STONE VENEER WATER TABLE MATERIAL # ACCENT LOCATIONS. RE: ELEV. BUILDING PLINTH - BASE NORTH ELEV. - PLINTH -- MANUF. TO MATCH ADJ. BUILDING RUBBLE STONE. DRI-DESIGN MATERIAL # MATERIAL # TAPERED METAL PANEL. (MAX PANEL SIZES: 24"x120" & 48"x 48") -- MATERIAL # -- -- TBD TBD -- METAL PANEL TAPERED IN SELECT AREAS ONLY. RE: ELEVATIONS -- -- AF-01 AF-02 METAL CORNICE VARIOUS - SOUTH ELEV. TBD -- -- -- (PRECAST CORBELS / CORNICES) VARIOUS LOCATIONS. RE: ELEVATIONS SAME AS STONE WALL PANEL MFR. -- -- -- PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 1/21/2019 11:55:06 AM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL BUILDING ELEVATION - EAST A-202 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"1 EAST ELEVATION A-202 PEC APPROVED 1/28/2019 12:00:00 AM LEVEL 1 LEVEL 4 8188' - 6" LEVEL 2 8167' - 6" LEVEL 3 8178' - 0" 12 3 4 5 6 7 8 LEVEL 5 8199' - 0" ROOF DECK 8220' - 0" RIDGE HEIGHT 8230' - 0" LEVEL 6 8209' - 6" GRADE TOP 8156' - 0"11' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 0"29' - 0"20' - 0" 29' - 0" 29' - 0" 29' - 0" 13' - 0" 27' - 6" PROPERTY LINE 176' - 6" ORIGINAL GRADE 8156' - 11" MATERIALS SCHEDULE MATERIAL # MATERIAL NAME LOCATION MANUFACTURER (BASIS OF DESIGN) STYLE / PRODUCT NO. COLOR COMMENTS R-01 R-02 W-01 W-02 W-03 W-04 DECORATIVE - STAGGERED METAL ROOF PANEL OCTAGONAL ROOF 3R TILES, INC. SQUARE MURAL TILE - (13"X13") TBD STAGGERED @ 45 DEGREES GENERAL ROOFING - ASPHALT SHINGLES OVERALL ROOF MATERIAL GAF TIMBERLINE NATURAL SHADOW MATERIAL # -- PRE-CAST STONE - FIELD WALL MATERIAL METAL ACCENT ALUMINUM PANEL RUBBLE STONE VENEER WATER TABLE MATERIAL # ACCENT LOCATIONS. RE: ELEV. BUILDING PLINTH - BASE NORTH ELEV. - PLINTH -- MANUF. TO MATCH ADJ. BUILDING RUBBLE STONE. DRI-DESIGN MATERIAL # MATERIAL # TAPERED METAL PANEL. (MAX PANEL SIZES: 24"x120" & 48"x 48") -- MATERIAL # -- -- TBD TBD -- METAL PANEL TAPERED IN SELECT AREAS ONLY. RE: ELEVATIONS -- -- AF-01 AF-02 METAL CORNICE VARIOUS - SOUTH ELEV. TBD -- -- -- (PRECAST CORBELS / CORNICES) VARIOUS LOCATIONS. RE: ELEVATIONS SAME AS STONE WALL PANEL MFR. -- -- -- PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 1/21/2019 11:55:21 AM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL BUILDING ELEVATION - NORTH A-203 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"2 NORTH ELEVATION A-203 PEC APPROVED 1/28/2019 12:00:00 AM LEVEL 1 8156' - 0" LEVEL 4 8188' - 6" LEVEL 2 8167' - 6" LEVEL 3 8178' - 0" A B C D E F LEVEL 5 8199' - 0" ROOF DECK 8220' - 0" RIDGE HEIGHT 8230' - 0" LEVEL 6 8209' - 6" GRADE 8146' - 5" GRADE TOP 8156' - 0"10' - 0"10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 11' - 6" 9' - 7" 16' - 6" 28' - 0" 16' - 6" 16' - 6" 28' - 0" 105' - 6" INTERPOLATED GRADE ASSUMED PRIMARY RIDGELINE ABSOLUTE MAXIMUM HEIGHT D.2 D.1 G ORIGINAL GRADE 8156' - 11" MATERIALS SCHEDULE MATERIAL # MATERIAL NAME LOCATION MANUFACTURER (BASIS OF DESIGN) STYLE / PRODUCT NO. COLOR COMMENTS R-01 R-02 W-01 W-02 W-03 W-04 DECORATIVE - STAGGERED METAL ROOF PANEL OCTAGONAL ROOF 3R TILES, INC. SQUARE MURAL TILE - (13"X13") TBD STAGGERED @ 45 DEGREES GENERAL ROOFING - ASPHALT SHINGLES OVERALL ROOF MATERIAL GAF TIMBERLINE NATURAL SHADOW MATERIAL # -- PRE-CAST STONE - FIELD WALL MATERIAL METAL ACCENT ALUMINUM PANEL RUBBLE STONE VENEER WATER TABLE MATERIAL # ACCENT LOCATIONS. RE: ELEV. BUILDING PLINTH - BASE NORTH ELEV. - PLINTH -- MANUF. TO MATCH ADJ. BUILDING RUBBLE STONE. DRI-DESIGN MATERIAL # MATERIAL # TAPERED METAL PANEL. (MAX PANEL SIZES: 24"x120" & 48"x 48") -- MATERIAL # -- -- TBD TBD -- METAL PANEL TAPERED IN SELECT AREAS ONLY. RE: ELEVATIONS -- -- AF-01 AF-02 METAL CORNICE VARIOUS - SOUTH ELEV. TBD -- -- -- (PRECAST CORBELS / CORNICES) VARIOUS LOCATIONS. RE: ELEVATIONS SAME AS STONE WALL PANEL MFR. -- -- -- PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 1/21/2019 11:55:33 AM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL BUILDING ELEVATION - WEST A-204 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0"1 WEST ELEVATION A-204 PEC APPROVED 1/28/2019 12:00:00 AM LEVEL 1 8156' - 0" LEVEL 4 8188' - 6" LEVEL 2 8167' - 6" LEVEL 3 8178' - 0" A LEVEL P1 8145' - 0" LEVEL P2 8134' - 6" B C D E F LEVEL 5 8199' - 0" ROOF DECK 8220' - 0" RIDGE HEIGHT 8230' - 0" LEVEL P3 8124' - 0" LEVEL 6 8209' - 6" GRADE 8146' - 5" GRADE TOP 8156' - 0" D.2 D.1 LEVEL P4 8113' - 6" G ORIGINAL GRADE 8156' - 11" PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 4:30:40 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvt 1/8" = 1'-0"LION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL BUILDING SECTIONS A-301 LION'S VIEW CONDO & GARAGE OZ 1/8" = 1'-0" 1 BUILDING SECTION A-301 PEC APPROVED 1/28/2019 12:00:00 AM 8155PAVER WALKSIGNUTILITY PED SHED CONC EL=8155.5' EL=8155.5' ROCK WALL 54.5 50.2 54.7 54.5 54.4 55.5 56.2 56.4 55.5 55.5 54.8 55.6 46.0 46.6 46.5 48.2 46.4 46.9 48.8 46.9 46.7 47.1 47.5 47.8 47.8 47.8 47.6 47.6 47.4 47.8 48.2 48.1 48.0 48.5 49.0 48.6 49.4 49.2 49.2 49.0 49.4 49.649.3 49.4 49.349.2 49.249.3 49.148.8 48.4 47.4 48.6 46.8 46.9 56 .3 56.6 56.4 55.9 PARCEL B S HH 1.5' 0.5'0.5' 0.5' 1.0' 0.5' 1.0' 1.0' 1.0' 1.0' 1.0' 81558155 8155 8155 ENTRYEL=8141.0' SHED WOODAC PAD CONC WALK CONCWALK CONCWALK CONC WALK EL=8155.5' 55.655.9 55.4 55.8 55.3 55.3 55.7 55.5 53.7 56.7 54.2 54.1 54.2 59.3 58.9 58.4 58.5 58.6 58.7 57.9 57.8 57.4 57.3 53.8 56.9 56.6 55.5 53.8 53.5 55.8 54.3 48.6 48.9 49.1 49.0 48.9 49.0 49.0 48.9 40.6 40.4 40.3 40.5 40.6 40.7 40.7 40.6 38.2 46.0 38.4 45.4 46.6 46.7 46.7 47.1 47.0 47.4 FOUND #3 REBAR P 8151' - 11" T.O.W. 3'-6" ABOVE T.O.S. +46 EAST LIONSHEADCIRCLE (TRACT F)EX-GAS EX-GASEX-SS EX-SSEX-SS EX-SS EX-SS EX-SSEX-WEX-WEX-WEX-CABLE EX-SS EX-SS EX-W EX-TEX-TEX-UEEX-UEEX-CABLE FIRST WESTWIND AT VAIL CONDOMINIUM (FIRST AMENDMENT) THE LIFT HOUSE A CONDOMINIUM VANTAGE POINT CONDOMINIUMS SUPPLEMENT TO VANTAGE POINT CONDOMINIUMS LOT 1 A L OT 2 A TRA CT K VAIL 21EX-GASEX-GASDN DN A 1 2 3 4 5 6 7 8 B C D E F 9 D.75 D.25 TOWN OF VAIL, CO OVERALL SITE PLAN 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 20 20 20 10 40 NO.ISSUEPROJECT: JOB NO. SHEET NO. JURISDICTION: C1 THIS DRAWING TO BE PLOTTED ON 24"x36" SHEET 18025 C-1 C 09.10.18 LION'S VIEW CONDOMINIUM ISSUE FOR PEC REVIEW (not released for construction) COM MO N AC CESS DRIVEWAY AUTO CO URT (HEATED PAVEMENT SURFACE) PROPOSED LION 'S VIEW CO NDO S BLDG PARKING ACCESS RAMP (HEATED) DUMPSTER ACCESS NEW STAIRWAY PROPERTY LINE PRO PERTY LINEPROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEEAST LIONSHEAD CIRCLEADJACENT DEVELOPMENT 9.10.18 FOR TOWN OF VAIL STAMP PEC APPROVED 1/28/2019 12:00:00 AM 55.6 55.9 46.0 45.4 46.6 46.5 48.2 46.4 46.9 48.8 46.9 47.1 47.0 47.4 47.5 47.4 48.6 46.8 46.9 PARCEL 1.0' 0.5' 1.0' 1.0' 1.0' 1.0' 1.0' 81558155 8155 ENTRY EL=8141.0' SHED WOOD AC PAD CONC WALK CONC WALK CONC WALK EL=8155.5' 55.6 55.9 55.4 55.8 55.3 55.3 55.7 55.5 53.7 56.7 54.2 54.1 54.2 59.3 58.9 58.4 56.6 55.5 53.5 55.8 54.3 48.6 48.9 49.1 49.0 48.9 49.0 49.0 48.9 40.6 40.4 40.3 40.5 40.6 40.7 40.7 40.6 38.2 46.0 38.4 45.4 46.6 46.7 46.7 47.1 47.0 47.4 UND #3 REBAR 8151' - 11" T.O.W. 3'-6" ABOVE T.O.S. +46EX-TEX-GAS EX-CABLE EX-SS EX-SS EX-W EX-WLOT 1 AEX-GASEX-GASDN DN A 1 2 3 B C D E F D.75 D.25 TOWN OF VAIL, CO SITE GRADING & DRAINAGE PLAN 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 10 10 10 5 20 NO.ISSUEPROJECT: JOB NO. SHEET NO. JURISDICTION: C2 THIS DRAWING TO BE PLOTTED ON 24"x36" SHEET 18025 C-2 C 09.10.18 LION'S VIEW CONDOMINIUM ISSUE FOR PEC REVIEW (not released for construction) PRO POSED LION'S VIEW CO NDO S BLDG 9.10.18 FOR TOWN OF VAIL STAMP PEC APPROVED 1/28/2019 12:00:00 AM EAST LIONSHEAD CIRCLE(TRACT F)EX-GAS EX-GAS EX-GAS EX-TEX-GAS EX-GAS EX-GAS EX-GASEX-SSEX-SS EX-SS EX-SS EX-SSEX-WEX-WEX-W EX-WEX-WEX-CABLE EX-CABLE EX-CABLE EX-SS EX-SS EX-SS EX-SS EX-W EX-WEX-T EX-TEX-TEX-TEX-UEEX-UEEX-UEEX-UEEX-CABLE LOT 1 A LOT 2 ATRACT KVAIL 21EX-GASEX-GASPAVERSIGNUTILITY PED SHED CONC 54.5 50.2 54.7 54.5 54.4 55.555.5 55.6 46.0 45.4 46.5 46.7 48.2 46.4 46.9 48.8 46.9 46.7 47.1 47.0 47.4 47.5 47.8 47.8 47.8 47.6 47.6 47.4 47.8 48.2 48.1 48.0 48.5 49.0 48.6 49.4 49.2 49.3 49.4 49.349.2 49.249.3 49.1 48.8 48.4 47.4 48.6 46.8 46.9 PARCEL B S 1.0' 0.5' 1.0' 1.0' 1.0' 1.0' 1.0' 81558155 8155 ENTRY EL=8141.0' SHED WOOD AC PAD CONC WALK CONC WALK 55.4 55.8 55.3 55.3 55.5 53.7 56.7 54.2 54.1 54.2 59.3 58.9 55.5 55.8 54.3 48.6 48.9 49.1 49.0 48.9 49.0 49.0 48.9 40.6 40.4 40.3 40.5 40.6 40.7 40.7 40.6 38.2 46.0 38.4 45.4 46.6 46.7 46.7 47.1 47.0 47.4 BAR 8151' - 11" T.O.W. +46 DN DN A B C D E F D.75 D.25 ADJACENT DEVELOPMENT, N.I.C. DN 3'-6" ABOVE T.O.S. 3'-6" ABOVE T.O.S. GUARD WALL TO SURROUND ENTIRE RAISED GRADING AREA BALCONY ABOVE VEHICLE TURN- AROUND PARCEL E 8153.5 6" PVC SANITARY SEWER SERVICE PROPOSED 6" D.I. WATER SERVICE - PROPOSED CLEANOUT CLEANOUT CO TOWN OF VAIL, CO NO.ISSUEPROJECT: JOB NO. SHEET NO. JURISDICTION: C3 THIS DRAWING TO BE PLOTTED ON 24"x36" SHEET 18025 C-3 C 09.10.18 ISSUE FOR PEC REVIEW (not released for construction) LION'S VIEW CONDOMINIUM 1 inch = ft.( IN FEET ) GRAPHIC SCALE 0 10 10 10 5 20 PROPO SED LION'S VIEW CONDOS BLDG SITE UTILITY PLAN 9.10.18 FOR TOWN OF VAIL STAMP PEC APPROVED 1/28/2019 12:00:00 AM UTILI PED SHED CONC 54. 54.7 55.5 55.9 55.6 45.4 46.6 46.5 46.7 48.2 46.4 46.9 48.8 46.9 46.7 47.1 47.0 47.4 47.5 47.8 47.8 47.8 47.6 47.6 47.4 47.8 48.2 48.1 48.0 48.5 49.0 48.6 49.1 48.8 48.4 47.4 48.6 46.8 46.9 PARCEL B 1.0' 0.5' 1.0' 1.0' 1.0' 1.0' 1.0' 81558155 8155 ENTRY EL=8141.0' SHED WOOD AC PAD CONC WALK CONC WALK CONC WALK EL=8155.5' 55.6 55.9 55.4 55.8 55.3 55.3 55.7 55.5 53.7 56.7 54.2 54.1 54.2 59.3 58.9 58.4 58.5 56.6 55.5 53.8 53.5 55.8 54.3 48.6 48.9 49.1 49.0 48.9 49.0 49.0 48.9 40.6 40.4 40.3 40.5 40.6 40.7 40.7 40.6 38.2 46.0 38.4 45.4 46.6 46.7 46.7 47.1 47.0 47.4 FOUND #3 REBAR 8151' - 11" T.O.W. 3'-6" ABOVE T.O.S. +46EX-TEX-GAS EX-GAS EX-GAS EX-CABLE EX-CABLE EX-CABLE EX-SS EX-SS EX-SS EX-SS EX-W EX-WEX-CABLE EX -C AMENDMENT) LIFT HOUSE CONDOMINIUM LOT 1 A LOT 2 ATRACT KVAIL 21EX-GASEX-GASDN DN A 1 B C D E F D.75 D.25 TOWN OF VAIL, CO EROSION CONTROL PLAN 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 10 10 10 5 20 NO.ISSUEPROJECT: JOB NO. SHEET NO. JURISDICTION: C4 THIS DRAWING TO BE PLOTTED ON 24"x36" SHEET 18025 C-4 C 09.10.18 ISSUE FOR PEC REVIEW (not released for construction) LION'S VIEW CONDOMINIUMTEMPORARY CONSTRUCTION ACCESSGATEADJACENT DEVELOPMENT PRO PO SED LION'S VIEW CO NDOS BLDG 9.10.18 FOR TOWN OF VAIL STAMP PEC APPROVED 1/28/2019 12:00:00 AM RIVER COBBLES (4" TO 12" STONES) FILTER FABRIC 3/4" CRUSHED GRAVEL (12" DEEP) SEDIMENT POND SECTION AREA INLET BOX 4" DIA. DRAIN PIPE TO DAYLIGHTNOTE: THISDETAILMAYBEREQUIREDASPARTOFSTORM WATERDISCHARGEPERMITDURINGCONSTRUCTIONAND LOCATEDBELOW PROPOSEDPARKINGLOT.2' MIN5' MAX POSTSPACING 18"MIN.DRIVEN POST EMBEDMENT FASTENERS- MIN.No.10 GAGE WIREOR50 lb PLASTICZIPTIES, MIN.(3)PERPOST NOTES: 1. Temporary silt fence shall be installed prior to any grading work in the area to be protected.Fence shall be maintained throughout the construction period and removed in conjunction with the final grading and site stabilization. 2. Filter fabric shall meet the requirements of material specification 592 Geotextile Table 1or 2, Class l with equivalent opening size of at least 30 for nonwoven and 50 for woven. 3. Fence posts shall be either wood post with a minimum cross-sectional area of 1.5"X1.5"or a standard steel post. 4. When splices are necessary make splice at post according to splice detail.Place the end post of the second fence inside the end post of the first fence.Rotate both posts together at least 180 degrees to create a tight seal with the fabric material.Cut the fabric near the bottom of the posts to accommodate the 6 inch flap.Then drive both posts and bury the flap.Compact backfill well. SPLICE DETAIL-PLAN VIEW SILT FENCE ELEVATION SECOND POST 18"MIN(TYP)6" Min 2' M inWIRESUPPORTSILTFENCENOTES: 1. Wires of mesh support shall be minimum gage no.12. 2. Temporary sediment fence shall be installed prior to any grading work in the area to be protected.They shall be maintained throughout the construction period and removed in conjunction with the final grading and site stabilization. 3. Filter fabric shall meet the requirements of material specification 592 Geotextile Table 1or 2, Class I with equivalent opening size of at least 30 for nonwoven and 50 for woven. 4. Fence posts shall be either wood post with a minimum cross-sectional area of 3.0 sq.in.or a standard steel post. FASTENER- MIN.No.10 GAGEWIRE, (4)PERPOSTREQUIRED, TYP. SILT FENCE WITH WIRE SUPPORT ELEVATION FABRIC ANCHOR DETAIL SILT FENCE DETAILS FIRSTFENCE FIRSTPOST SECONDFENCE FILTERFABRIC POST ROTATEPOSTSTOGETHER BEFOREINSTALLATION. SEENOTE4 MESHSUPPORT6"SQUARE (MAX.) 8' MAX. (TYP) FILTERFABRIC DIRECTION OF FLOW UNDISTURBEDGROUNDLINE COMPACTEDBACKFILL 3"MINDEPTHWIREMESHINTRENCH POST 6"MINFILTERFABRICEMBEDMENTWidth = WDEPTH = D 6" MIN. WIDTH = W =14' A A NOTES: 1. Provide road stabilization at entrance to new parking lot construction area and classroom building area to protect soil debris from migrating to existing paved road surfaces. 2. Rock shall be 2-3"minus coarse aggregate. 3. See plans for construction road location, Dand W dimensions. 4. Minimum width is 14feet for one-way traffic and 20 feet for two-way traffic.Two-way traffic widths shall be increased a minimum of 4 feet for trailer traffic.Depending on the type of vehicle or equipment, speed, loads, climatic and other conditions under which vehicles and equipment operate an increase in the minimum widths may be required. 5. Roadway shall follow the contour of the natural terrain to the extent possible. 6. Geotextile (non-woven, needle punched)min.criteria: Grab Tensile strength: ASTMD4632=202lb Elongation at failure: ASTMD4632≥ 50% Trapezoidal tear strength: ASTMD4533=79 lb Puncture strength: ASTMD6241=433lb Ultraviolet light: ASTM4355 =min 50 % retained strength Apparent opening size (AOS): ASTMD4751= max 0.22mm (US sieve size 70) Permittivity: ASTMD4491=min 0 sec-1/ 7. Any geotextile splices shall overlap a minimum of 18 inches, with upstream or upslope geotextile overlapping the abutting downslope geotextile. CONSTRUCTION ROAD STABILIZATION 1 3 In SECTION A-A PLAN VIEW LENGTH = L =20' ROADSIDEDITCH (IFNEEDED) EXISTINGGROUND RIPRAP EXISTINGGROUND RIPRAP GEOTEXTILE (IFNEEDED) SUBGRADE SEDIMENT DEPOSITION ZONE STORMWATERLINE WEIGHTEDWATTLE LIPOFGUTTER EXISTINGOR PROPOSEDINLET TOPBACK CURB FLOW LINE FLOW ENDSSHALLABUTTIGHTLY TOBACK OFCURB SEDIMENT DEPOSITIONZONE FLOW val DITCHLINE 12"Ø STRAW FILLEDWATTLE WOODENSTAKEWITHWATTLE ANCHOREDTOTHETOP FILTERFABRIC ORDITCHLINER 12"Ø STRAW FILLEDWATTLEFASTENEDTO WOODENSTAKEBYNAILORSTAPLE DITCHLINE FLOW 6"COVER 18" 18" FILTERFABRICORDITCHLINER WOODENSTAKE 8"FABRICSTAPLE PROFILE VIEW4"DEEPVERTICALFACESTRAW BALE BARRIER SEDIMENT CONTROL ANCHORING DETAIL BEDDING DETAIL NOTES: 1. Bales shall be placed at the top of slope or on the contour and in a row with ends tightly abutting the adjacent bales. 2. Each bale shall be embedded in the soil a minimum of 4", and placed so that bindings are horizontal. 3. Bales shall be securely anchored in place by either two stakes or rebars driven through the bale.The first stake in each bale shall be driven toward the previously laid bale at an angle to force the bales together. Stakes shall be driven flush with the bale. 4. Inspection shall be frequent and repair replacement shall be made promptly as needed. 5. Bales shall be removed when they have served their usefulness so as not to block or impede storm flow or drainage. STRAW BALE FLOW STAKE ANGLEFIRSTSTAKE TOWARDPREVIOUSLY LAIDBALE FLOW BOUNDBALES PLACEDON CONTOUR 2REBARS, STEELPICKETS, OR2"x 2" WOODENSTAKESDRIVEN1.5 FT.TO 2FT.INTOGROUND.DRIVESTAKES FLUSHWITHBALES. GENERAL EROSION CONTROL NOTES: 1. Contractor shall schedule construction activities around expected times of heaviest precipitation and snowmelt. All site grading (excavation, embankment construction and compaction)shall be conducted in accordance with the plans and specifications for the project, and the recommendations set out in the soils report. 2. Any and all stockpiles shall be protected from erosive elements. Silt fence shall be placed around the base of the stockpiles. 3. Cut and fill slopes shall not be steeper than 2horizontal to 1 vertical. Slopes steeper than 3:1shall be treated with an approved rolled erosion control fabric. 4. Prior to filling, the top 12inches of in-place materials on which fill soils will be placed should be scarified, moisture conditioned and properly compacted to provide a uniform base for fill placement. 5. Natural vegetation shall be retained and protected.Whenever possible, exposure of soil to erosion by removal or disturbance of existing vegetation shall be limited to the area required for immediate construction operations and for the shortest practical period of time. If conditions warrant, contractor shall take appropriate measures to stabilize the exposed material and mitigate the potential for dust generation or erosion. 6. Exposed soil shall be stabilized and protected from erosive forces no later than 14days after achieving finished grade or if the area is to remain dormant (disturbed but not at final grade)longer than 14days. Stabilization/protection may be effected by: mulching or placement of temporary erosion control fabrics, as indicated on the plans and appropriate for the slope. 7. If a disturbed area will be exposed for up to a year prior to final stabilization, temporary revegetation will be required in addition to the stabilization/protection measures shown herein. Temporary revegetation may be accomplished using an annual grass seed mix in accordance with the revegetation notes (following). 8. If a disturbed area is at final grade or is expected to remain dormant for more than a year, permanently revegetate in accordance with revegetation plan. 9. Contractor shall maintain all erosion control measures, throughout the duration of construction activities. Erosion control facilities shall be inspected and repaired as necessary (at least once per week and after each storm event). 10. At all times the site shall be maintained and/or watered to prevent erosion from wind or water to the extent possible. Earthwork operations shall be discontinued when mitigation measures are inadequate to prevent fugitive dust from impacting adjacent property. If earthwork is complete or has been discontinued, and dust continues to be generated from the site contractor shall immediately institute more substantial mitigative measures and shall correct all impacts to adjacent property. C-5C5 TOWN OF VAIL, CO 18025 C 09.10.18 ISSUE FOR PEC REVIEW (not released for construction) LION'S VIEW CONDOMINIUM NO.ISSUEPROJECT: JOB NO. SHEET NO. JURISDICTION: 9.10.18 FOR TOWN OF VAIL STAMP WATTLE DETAILS NOTES: 1. Wattles shall be filled with straw or other approved material. 2. Spacing for wattles shall be determined by the site engineer. 3. Wattles may be used for protection of catch basins and drop inlets with approv by the stormwater utility manager or designee. PEC APPROVED 1/28/2019 12:00:00 AM BOB LAZIER LAZIER LIONSHEAD, LLC 386 HANSON RANCH ROAD VAIL, CO, 81657-4527 PHONE:970.390.1919 OWNER TOM BRAUN BRAUN ASSOCIATES, INC. 225 MAIN STREET, SUITE G-2 EDWARDS, CO,81632 PHONE:970.926.7575 ENTITLEMENT CONSULTANT OZ ARCHITECTURE 3003 LARIMER STREET DENVER, CO 80205 PHONE: 303.861.5704 FAX: 303.861.5704 ARCHITECT DENNIS ANDERSON PO BOX 1387 STREET ADDRESS 2 EDWARDS, CO, 81632 PHONE: 970.390.3745 LANDSCAPE SEAN KERRIGAN KERRIGAN ENGINEERING, INC. P.O. BOX 3032 EAGLE, CO 81631 PHONE: 970.331.4733 CIVIL BRENT BRIGGS PEAK LAND SURVEYING, INC. 1000 LION'S RIDGE LOOP VAIL, CO 81657 PHONE: 970.476.8644 SURVEY PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 3:16:13 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvt 12" = 1'-0"LION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL G-000 LION'S VIEW CONDO & GARAGE OZ # SHEET NUMBER SHEET NAME GENERAL G-000 COVER G-001 DEVELOPMENT TEAM G-002 EXISTING CONDITIONS G-003 VEHICULAR CIRCULATION PLAN 2 G-004 PEDESTRIAN CIRCULATION PLAN G-005 INTERPOLATED GRADE EXHIBIT G-006 ROOF HEIGHT ANALYSIS G-007 SITE COVERAGE AND SETBACK DIAGRAM G-008 LANDSCAPE AREA EXHIBIT G-009 SNOW STORAGE COMPLIANCE DIAGRAM G-010 GRFA CALCULATION METHOD G-011 EXTERIOR PROPOSED MATERIALS G-012 3D AREA ENLARGED G-013 DEVELOPMENT STUDY - SE RENDERED 3D VIEW G-014 DEVELOPMENT STUDY - SW RENDERED 3D VIEW G-015 DEVELOPMENT STUDY - NW RENDERED 3D VIEW G-016 DEVELOPMENT STUDY - NE RENDERED 3D VIEW CIVIL C-1 SITE AND GRADING PLAN C-2 SITE GRADING AND DRAINAGE PLAN C-3 SITE UTILITY PLAN C-4 EROSION & SEDIMENT CONTROL PLAN C-5 EROSION CONTROL DETAILS SURVEY/MAPPING T1 SURVEY T2 SURVEY LANDSCAPE L-1 LANSDSCAPE PLAN L-2 LANDSCAPE ELEVATIONS L-3 LANDSCAPE PLAN ARCHITECTURE A-100 SITE PLAN A-1B1 PARKING LEVEL 1 A-1B2 PARKING LEVEL 2 A-1B3 PARKING LEVEL 3 A-1B4 PARKING LEVEL 4 A-101 LEVEL 1 FLOOR PLAN A-102 LEVEL 2 FLOOR PLAN A-103 LEVEL 3 FLOOR PLAN A-104 LEVEL 4 FLOOR PLAN A-105 LEVEL 5 FLOOR PLAN A-106 LEVEL 6 FLOOR PLAN A-107 ROOF PLAN A-130 SITE LIGHTING PLAN A-131 LEVEL 1 RCP A-132 LEVEL 2 RCP A-133 LEVEL 3 RCP A-134 LEVEL 4 RCP A-135 LEVEL 5 RCP A-136 LEVEL 6 RCP A-201 BUILDING ELEVATION -SOUTH A-202 BUILDING ELEVATION - EAST A-203 BUILDING ELEVATION - NORTH A-204 BUILDING ELEVATION - WEST A-301 BUILDING SECTIONS PROJECT TEAM LEGAL DESCRIPTION SITUS ADDRESS : 500 E. LIONSHEAD CIRCLE PARCEL NUMBER: 2101-063-08-002 LEGAL SUMMARY: SUBDIVIONS : VAIL LIONSHEAD FIRST FILING, BLOCK 1 , LOT 1 A, & TRACT L, M. SHEET INDEX G-000 PEC APPROVED 1/28/2019 12:00:00 AM PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com LION'S VIEW CONDO & GARAGE500 E LIONSHEAD CIR116191.00 OZ OZ 2018/08/27 PEC SUBMITTAL . . LION'S VIEW CONDO & GARAGE OZ G-001 Thomas A. Braun, AICP Entitlements Braun Associates, INC. Robert E. Fitzgerald, NCARB Architect OZ Architecture, INC. In Memory of Jay K. Peterson, Esquire “He was a true gentleman and a steward of Vail’s civic pride” Bob Lazier Owner Lazier Lionshead Development DEVELOPMENT TEAM The Lion’s View Development is located in the heart of Lionshead, Vail and is being proposed by an impressive development team with an even more impressive track record. Bringing together a local developer with a rich history in the Vail area, and an architect that has decades of experience in the town - Lion’s View will be a unique new project rooted in Vail’s history and culture. Since 1995 Braun Associates have been involved in a wide variety of land planning and development related projects in the Vail area, bringing another local perspective to the project team. The project’s inspiration is drawn from original Vail architecture and is related stylistically to the adjacent Arrabelle at Vail Square and the Ritz Carlton Residences in form, articulated exuberence, and grandeur while incorporating contemporary elements. DEVELOPMENT TEAMG-001 PEC APPROVED 1/28/2019 12:00:00 AM PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com LION'S VIEW CONDO & GARAGE500 E LIONSHEAD CIR116191.00 OZ OZ 2018/08/27 PEC SUBMITTAL . . LION'S VIEW CONDO & GARAGE OZ G-002 1 2 3 4 7 8 9 5 6 E. LIONSHEAD C IRCLE S. F RO N T A G E RD. W. LIONSHEAD MALL VICINITY MAP NTS EXISTING CONDITIONS NEIGHBORING STRUCTURES 1 Westwind at Vail 2 Vantage Point Condominiums 3 Lifthouse 4 Lionshead Arcade 5 Lionshead Parking Structure 6 Arrabelle 7 Vail 21 8 Landmark 9 Visitor Center SITE G-002 PEC APPROVED 1/28/2019 12:00:00 AM PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com LION'S VIEW CONDO & GARAGE500 E LIONSHEAD CIR116191.00 OZ OZ 2018/08/27 PEC SUBMITTAL . . LION'S VIEW CONDO & GARAGE OZ G-003 EXISTING CONDITIONS The site, located at 500 E Lionshead Circle is an underutilized parcel in the heart of the bustling Lionshead neighborhood. Strictly used for vehicle parking & snow storage, the site has extrodinary potential to bring life and energy to an otherwise dead zone at this important intersection. The garage recently demolished, was constructed in 1973 and had outlived its usefullness, showing the wear and tear of the past half century. Along with the recently approved Launch Project, it is hoped this site may now fulfill its potential in the heart of this now vibrant neighborhood. EXISTING CONDITIONSG-003 PEC APPROVED 1/28/2019 12:00:00 AM PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com LION'S VIEW CONDO & GARAGE500 E LIONSHEAD CIR116191.00 OZ OZ 2018/08/27 PEC SUBMITTAL . . LION'S VIEW CONDO & GARAGE OZ G-004 SITE LEGEND Primary Pedestrian Corridors Secondary Pedestrian Corridors S. F R O N T A G E RD. W. PEDESTRIAN CIRCULATION PLAN SCALE: 1” = 50’ - 0” PEDESTRIAN CIRCULATION PLAN EAST LIONSHEAD CIRCLE G-004 PEC APPROVED 1/28/2019 12:00:00 AM DW DW A B C D G-016 1 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 3:31:28 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvt 1" = 10'-0"LION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL INTERPOLATED GRADE EXHIBIT G-005 LION'S VIEW CONDO & GARAGE OZ 1" = 10'-0" 1 INTERPOLATED GRADE EXHIBIT G-005 PEC APPROVED 1/28/2019 12:00:00 AM 2 3 4 5 6 LEVEL 5 8199' - 0" ROOF DECK 8220' - 0" RIDGE HEIGHT 8230' - 0" LEVEL 6 8209' - 6" A C D B 8230' - 0" 24' - 3 3/4" A B DC SEGMENT C-D LENGTH 24' - 3 3/4" 6:12 FLAT ROOF PRIMARY ROOF LINE BELOW PROPERTY LINE SECONDARY ROOF PRIMARY ROOF 8230' - 0" 8217' - 9 1/2" 8217' - 9 1/2" 8230' - 0" SECONDARY ROOF TOWER ROOF G-016 1 SEGMENT B-C LENGTH 74' - 9 1/8" SEGMENT A-B LENGTH 24' - 3 5/8" A B DC PRIMARY ROOF SECONDARY ROOF AVERAGE MAX HEIGHT CALCULATION LINE SEGMENT HEIGHT AT POINT 1 HEIGHT AT POINT 2 AVERAGE HEIGHT SEGMENT DISTANCE AVG. HEIGHT X DISTANCE (feet) A-B B-C C-D 61.04' 73.2' TOTAL NET AVERAGE = 73.2' 73.2' 67.12' 73.2' 24.30' 74.76' 67.12 X 24.3' =1631.016' 73.2 X 74.76' = 5472.432' * BASED ON ORIGINAL GRADE OF 8156.9' 8735.138123.37' 8735.138'/123.37 = 70.804' < 71.00 67.12' X 24.31' =1631.69' ABSOLUTE MAX HEIGHT CALCULATION 8230' (MAX RIDGE HEIGHT) - 8156.9 (ORIGINAL GRADE) = 73.1 < 82.5' ABSOLUTE MAX HEIGHT ALLOWED) 73.2' 61.04' 67.12' 24.31' D C BA PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 1/21/2019 12:06:49 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL ROOF HEIGHT ANALYSIS G-006 LION'S VIEW CONDO & GARAGE OZ 1" = 10'-0"1 SECTION THRU PRIMARY ROOF 1" = 10'-0" 2 ROOF PLAN - MAX HEIGHT EXHIBITS3AVERAGE MAX HEIGHT- SW ELEVATION 4 AVERAGE MAX HEIGHT-SE ELEVATION OUTDOOR PATIO G-006 PEC APPROVED 1/28/2019 12:00:00 AM DN DN DN DN DN DN DN DN BALCONY ABOVE TRACT L AREA: 2091 S.F. LOT 1A - AREA: 27,007 S.F. TRACT M - AREA: 2,657 S.F. PROPOSED BUILDING FOOTPRINT ABOVE GRADE RED AREA REPRESENTS BUILDING FOOTPRINT BELOW GRADE BUILT AREA = 21,496 SF YELLOW SHADING REPRESENTS UNBUILT AREA UNBUILT AREA = 10,197 SF PROPERTY LINE 10' SETBACK GENERAL SITE INFORMATION LOT 1A - AREA TRACT L - AREA TRACT M - AREA 0.62 ACRES , 27,007 S.F. 0.048 ACRES , 2091 S.F. 0.061 ACRES , 2657 S.F. TOTAL - SITE AREA 0.729 ACRES , 31,755 S.F. SITE COVERAGE MAX ALLOWABLE SITE COVERAGE (70% OF TOTAL SITE AREA) 22,228 SF PROPOSED SITE COVERAGE 21,496 SF (67.8% TOTAL SITE COVERAGE)<70% TOTAL SITE AREA 31,755 SF PLAN LEGEND BUILDING FOOTPRINT BELOW GRADE BUILDING FOOTPRINT ABOVE GRADE UNBUILT AREA SURFACE PARKING 6 SPACES (1 ADA) PARKING LEVEL P1 PARKING LEVEL P2 PARKING LEVEL P3 TOTAL PARKING PROVIDED 15 SPACES(6 ADA) 51 SPACES 52 SPACES 154 SPACES PARKING REQUIREMENTS 1.4 SPACES PER EACH CONDO UNIT 1.4 SPACES PER EACH EHU NUMBER OF CONDO UNITS = 21 NUMBER OF EHU'S ON THE BUILDING = 2 TOTAL NUMBER OF UNITS = 23 PARKING SPACE REQUIRED FOR THE BUILDING= 23 X 1.4 = 33 EXISTING PARKING SPACES TO REPLACED: 91 TOTAL PARKING SPACES REQUIRED: 124 TOTAL PARKING SPACES PROVIDED: 154 PARKING LEVEL P4 30 SPACES PARKING CALCULATION PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/21/2018 1:17:58 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL SITE COVERAGE AND SETBACK DIAGRAM G-007 LION'S VIEW CONDO & GARAGE OZ 3/32" = 1'-0" 1 SITE COVERAGE AND SETBACK DIAGRAM G-007 PEC APPROVED 1/28/2019 12:00:00 AM DN 772 SF 1.0' 1.0' 46.4 47 54.2 54.1 54.2 B B B B B B B B B B B F F F F F F F F F F F F F F B B B B F FF F 8148' - 5"8146' - 5" 8156' - 0" 7728 SF LANDSCAPING (GREENSCAPE) BUILDING FOOTPRINT - LEVEL 01 PROPERTY LINE 27' - 10 3/4"TRACT L LOT 1A TRACT M TRACT K LOT 2A VAIL 21 PROPERTY LINE LANDSCAPING REQUIREMENTS TOTAL SITE AREA 31,755 S.F. MIN. REQD. LANDSCAPE AREA (20% OF TOTAL SITE AREA) PROPOSED LANDSCAPE AREA 7728 S.F. (24% OF TOTAL SITE AREA) 6,351 S.F. GENERAL SITE INFORMATION LOT 1A - AREA TRACT L - AREA TRACT M - AREA 0.62 ACRES , 27,007 S.F. 0.048 ACRES , 2091 S.F. 0.061 ACRES , 2657 S.F. TOTAL - SITE AREA 0.729 ACRES , 31,755 S.F. PLAN LEGEND LANDSCAPED AREA PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/21/2018 12:56:40 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL LANDSCAPE AREA EXHIBIT G-008 LION'S VIEW CONDO & GARAGE OZ 3/32" = 1'-0"1 LANDSCAPE COVERAGE EXHIBIT G-008 PEC APPROVED 1/28/2019 12:00:00 AM 5'5' DN DN DN DN DN 11'-0" 13'-3"4'-0"772 SF 3'-6" ABOVE T.O.S. 38.2 38.4 +46 5' 8151' - 11" T.O.W. 1.5' 0.5'0.5' 0.5' 1.0' 0.5' 1.0' 1.0' 1.0' 1.0' 1.0' FOUND #3 REBAR ENTRY EL=8141.0' SHED WOOD AC PAD CONC WALK CONC WALK CONC WALK CONC WALK EL=8155.5' 46.5 48.2 46.4 48.8 47 48.6 46.8 46.9 55.6 55.9 55.4 55.8 55.3 55.3 55.7 55.5 53.7 56.7 54.2 54.1 54.2 59.3 58.9 58.4 58.5 58.6 58.7 57.9 57.8 57.4 57.3 53.8 56.9 56.6 55.5 53.8 53.5 55.8 54.3 48.6 48.9 49.1 49.0 48.9 49.0 49.0 48.9 40.6 40.4 40.3 40.5 40.6 40.7 40.7 40.6 46.0 45.4 46.6 46.7 46.7 47.1 47.0 47.4 81558155 8155 8155 P 14"14"F F F F F F F F 14"F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F 11 '-0" 13'-3"4'-0"5'-0" 5'-0" 772 SF 3'-6" ABOVE T.O.S. 38.2 38.4 +46 5' 8151' - 11" T.O.W. 1.5' 0.5'0.5' 0.5' 1.0' 0.5' 1.0' 1.0' 1.0' 1.0' 1.0' FOUND #3 REBAR ENTRY EL=8141.0' SHED WOOD AC PAD CONC WALK CONC WALK CONC WALK CONC WALK EL=8155.5' 46.5 48.2 46.4 48.8 47 48.6 46.8 46.9 55.6 55.9 55.4 55.8 55.3 55.3 55.7 55.5 53.7 56.7 54.2 54.1 54.2 59.3 58.9 58.4 58.5 58.6 58.7 57.9 57.8 57.4 57.3 53.8 56.9 56.6 55.5 53.8 53.5 55.8 54.3 48.6 48.9 49.1 49.0 48.9 49.0 49.0 48.9 40.6 40.4 40.3 40.5 40.6 40.7 40.7 40.6 46.0 45.4 46.6 46.7 46.7 47.1 47.0 47.4 81558155 8155 8155 P 14"14"F F F F F F F F 14"F F F F F F F F F F F F F F B B B B B B B B B B B F F F F F F F F F F F F F F B B B B F F F F B B B B B B B B B DN HEATED PAVED AREA 7532 SF ≈ 754 SF CAPACITY FOR SNOW STORAGE TRACT L LOT 1A TRACT M TRACT K VAIL 21 LOT 2A SNOW STORAGE SNOW STORAGE AREA REQUIREMENT TOTAL HEATED SURFACE PARKING & ACCESS AREAS SNOW STORAGE AREA REQUIRED FOR HEATED DRIVEWAYS MIN SNOW STORAGE AREA TO BE 10% OF THE REQUIRED PARKING AND ACCESS AREAS 7,532SF .10 X 7,532 S.F. = 754 SF SNOW STORAGE AREA PROVIDED 754 SF SNOW STORAGE AREA PROVIDED PLAN LEGEND HEATED PAVED AREA SNOW STORAGE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/21/2018 12:56:48 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL SNOW STORAGE COMPLIANCE DIAGRAM G-009 LION'S VIEW CONDO & GARAGE OZ 3/32" = 1'-0"1 SNOW REMOVAL - COMPLIANCE DIAGRAM G-009 PEC APPROVED 1/28/2019 12:00:00 AM DWDW UP UP A 1 2 3 4 5 6 7 B C D E D.2 D.116' - 6"28' - 0" 16' - 6" 7' - 2 3/4" 7' - 0 1/2" 2' - 2 3/4" 9' - 6" 20' - 0" 29' - 0" 29' - 0" 29' - 0" 13' - 0"77' - 6"129' - 6" 3 BR - B2 BR - B STORAGE MECH. ROOM 406 SF CIRCULATION PROPERTY LINE 10' SETBACK 2 BR-A 3 BR - A CENTERLINE OF DEMISING WALLS BETWEEN UNITS BALCONY BALCONY BALCONY BALCONY BALCONYBALCONYBALCONYBALCONYELEVATORS STAIR A STAIR C LEVEL UNIT BREAKDOWN SQUARE FOOTAGE 1ST LEVEL EHU -1 _SF EHU -2 _SF 2 BR-G _SF (1) FOR- SALE UNIT, (2) EHU'S 2ND LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-A _SF 2 BR-B _SF 3RD LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-A _SF 2 BR-B _SF 4TH LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-C _SF 2 BR-D _SF 5TH LEVEL 3 BR-A _SF 3 BR-B _SF 2 BR-C _SF 2 BR-D _SF 6TH LEVEL 3 BR-C _SF 2 BR-E _SF 2 BR-F _SF (4) UNITS TOTAL 34,004 S.F. -EHU S.F. (2206 S.F.) = 31,798 S.F. GRFA 812 S.F. 1394 S.F. 1473 S.F. 3679 S.F. TOTAL 1668 S.F. 1748 S.F. 1392 S.F. 1392 S.F. 6200 S.F. TOTAL 1668 S.F. 1749 S.F. 1352 S.F. 1352 S.F. 6121 S.F. TOTAL 6121 S.F. TOTAL 1626 S.F. 1187 S.F. 1187 S.F. 5683 S.F. TOTAL (4) UNITS (4) UNITS (4) UNITS (23) UNITS (4) UNITS GRFA SUMMARY 3 BR-D _SF 1683 S.F. 1668 S.F. 1748 S.F. 1392 S.F. 1392 S.F. 6200 S.F. TOTAL 1668 S.F. 1749 S.F. 1352 S.F. 1352 S.F. (GRFA) & EHU REQUIREMENTS DESIGN GUIDELINE MAX ALLOWABLE GRFA ALLOWABLE OR REQUIRED AREA CALCULATIONS ALLOWABLE OR REQUIRED AREA PROPOSED AREA 79,388 SF MAX GRFA ALLOWED 250% OF TOTAL SITE AREA 2.5 X 31,755 SF = 79,388 SF 31,798 SF PROPOSED GRFA. 40% OF ALLOWABLE GRFA PROVIDED EHU S.F. AREA 10% OF TOTAL (GRFA) .10 X 31,798 SF = 3,179 SF 3,179 SF MIN EHU AREA REQUIRED 3,179 SF REQD. 2,206 SF PROVIDED. OWNER TO PROVIDE REMAINING EHU AREA OF MIN 1012 SF AT ANOTHER PROPERTY IN VAIL PLAN LEGEND AREAS INCLUDED IN GRFA CALCULATION GRFA BOUNDARY PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/21/2018 12:56:50 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtAs indicatedLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 Author Checker 2018/09/10 PEC SUBMITTAL GRFA CALCULATION METHOD G-010 LION'S VIEW CONDO & GARAGE Approver 1/8" = 1'-0" 1 GRFA - PLAN VIEW CALCULATION DIAGRAM AT LEVEL 2 G-010 PEC APPROVED 1/28/2019 12:00:00 AM RUBBLE STONE CAST STONE TAPERED METAL PANELWINDOW ASPHALT SHINGLES STAGGERED METAL PANEL SOFFIT & ARCHITECTURAL DETAILS OVERHEAD GARAGE DOOR STONE PRECEDENT RAILING TIVOLI PRECEDENT RAILING RUBBLE STONE TOV VISITORS CENTER PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/20/2018 4:24:39 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvt 1/8" = 1'-0"LION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL EXTERIOR PROPOSED MATERIALS G-011 LION'S VIEW CONDO & GARAGE OZ G-011 PEC APPROVED 1/28/2019 12:00:00 AM TRACT K PARCEL L LOT 2A P R O P E RT Y LI NE 1 0' S E T B A C K NEIGHBORING "ELEVATION" DEVELOPMENT LOT 1 A TRACT L TRACT M PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/21/2018 12:58:09 PM C:\Revit Local Files\116191_Lions View_A16_Central_cparker@ozarch.com.rvtLION'S VIEW CONDO &GARAGE500 E LIONSHEAD CIRCLEVAIL CO 81657116191.00 OZ OZ 2018/09/10 PEC SUBMITTAL 3D AREA ENLARGED G-012 LION'S VIEW CONDO & GARAGE OZ 1 OVERALL 3D- AERIAL - ADJ. CONTEXT G-012 PEC APPROVED 1/28/2019 12:00:00 AM PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com LION'S VIEW CONDO & GARAGE500 E LIONSHEAD CIR116191.00 OZ OZ 2018/08/27 PEC SUBMITTAL . . LION'S VIEW CONDO & GARAGE OZ G-013 DEVELOPMENT STUDY - SE RENDERED 3D VIEW 2018/09/10 G-013 PEC APPROVED 1/28/2019 12:00:00 AM PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com LION'S VIEW CONDO & GARAGE500 E LIONSHEAD CIR116191.00 OZ OZ 2018/08/27 PEC SUBMITTAL . . LION'S VIEW CONDO & GARAGE OZ G-014 DEVELOPMENT STUDY - SW RENDERED 3D VIEW 2018/09/10 G-014 PEC APPROVED 1/28/2019 12:00:00 AM PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com LION'S VIEW CONDO & GARAGE500 E LIONSHEAD CIR116191.00 OZ OZ 2018/08/27 PEC SUBMITTAL . . LION'S VIEW CONDO & GARAGE OZ G-015 DEVELOPMENT STUDY - NW RENDERED 3D VIEW 2018/09/10 G-015 PEC APPROVED 1/28/2019 12:00:00 AM PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com LION'S VIEW CONDO & GARAGE500 E LIONSHEAD CIR116191.00 OZ OZ 2018/08/27 PEC SUBMITTAL . . LION'S VIEW CONDO & GARAGE OZ G-016 DEVELOPMENT STUDY - NE RENDERED 3D VIEW 2018/09/10 G-016 PEC APPROVED 1/28/2019 12:00:00 AM PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com LION'S VIEW CONDO & GARAGE500 E LIONSHEAD CIR116191.00 OZ OZ 2018/08/27 PEC SUBMITTAL . . LION'S VIEW CONDO & GARAGE OZ G-017 G-017 PEC APPROVED 1/28/2019 12:00:00 AM L-1 PEC APPROVED 1/28/2019 12:00:00 AM L-2 PEC APPROVED 1/28/2019 12:00:00 AM L-3 PEC APPROVED 1/28/2019 12:00:00 AM PLOTTED BY: Kevin ON: Friday, August 31, 2018 AT: 11:45 AM FILEPATH: P:\2000-2099\2081\dwg\2081 Vail 21 TOPO4.dwgEAST LIONSHEADCIRCLE (TRACT F)EX-GAS EX-GAS EX-GASEX-SS EX-SSEX-SS EX-SS EX-SS EX-SSEX-WEX-WEX-WEX-CABLE EX-SS EX-SS EX-W EX-TEX-TEX-UEEX-UEEX-CABLE FIRST WESTWIND AT VAIL CONDOMINIUM (FIRST AMENDMENT) THE LIFT HOUSE A CONDOMINIUM VANTAGE POINT CONDOMINIUMS SUPPLEMENT TO VANTAGE POINT CONDOMINIUMS LOT 1 A LOT 2 A TRACT K VAIL 21EX-GASEX-GASEX-CABLE EX-T EX-W EX-SS EX-GAS FOR TOWN OF VAIL STAMP PEC APPROVED 1/28/2019 12:00:00 AM PLOTTED BY: Kevin ON: Friday, August 31, 2018 AT: 11:45 AM FILEPATH: P:\2000-2099\2081\dwg\2081 Vail 21 TOPO4.dwgEX-GAS EX-GAS EX-GAS EX-TEX-SS EX-W EX-W(FIRST AMENDMENT) THE LIFT HOUSE A CONDOMINIUM LOT 1 AEX-GASEX-GASEX-CABLE EX-T EX-W EX-SS EX-GAS FOR TOWN OF VAIL STAMP PEC APPROVED 1/28/2019 12:00:00 AM PLOTTED BY: Kevin ON: Friday, August 31, 2018 AT: 11:45 AM FILEPATH: P:\2000-2099\2081\dwg\2081 Vail 21 TOPO4.dwgEX-GAS EX-GAS EX-GAS EX-TEX-SS EX-W EX-W(FIRST AMENDMENT) THE LIFT HOUSE A CONDOMINIUM LOT 1 AEX-GASEX-GASEX-CABLE EX-T EX-W EX-SS EX-GAS FOR TOWN OF VAIL STAMP G-000 PEC APPROVED 1/28/2019 12:00:00 AM