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HomeMy WebLinkAboutDRB18-0263_Approved Plans_1529617225.pdf t = c elt g 11'501 1•4115 "121:0 115- yAIL ROW HOUSES _ NUMBER 12 AMENDED DRB SUBMITTAL V DRB APPROVED 6/21/2018 12:00:00 AM 303 GORE CREEI( DRIVE UNIT 12 06 . 18 . 18 VAIL, COLORADO 81657 1 .rt:il;r7 KY f, • I� GENERAL PROJECT SYMBOLS r_ IL 4.115c ID - Cr 1. DO NOT SCALE DRAWINGS. Code: 1 ® I • _. . + � INTERNATIONAL RESIDENTIAL CODE 2015 - A4 007 A4.1A 2. VERIFY ALL DIMENSIONS,CONDITIONS,AND UTILITY LOCATIONS PRIOR TO BE GINNING ANY WORK OR ORDE RINGANY MATERIALS. NOTIFY ARCHITECT OF ANY Zoning: Section Cut Detail Area CONFLICTS OR DISCREPANCIES IN THE DOCUME NTS IMMEDIATELY. VAIL VILLAGE TOWNHOUSE DISTRICT 3. ARE ASOF CONFLICTS OR DISCREPANCIES MUST BE FULLY RE SOLVE DWITH Occupancy Classification: Aft WRITTE NAPPROVAL FROM THE ARCHITECTS BE FORECONSTRUCTION CONTINUES TYPE R DIV.3 (SPRINKLERED) A3.O - O EL: IN THESE PARTICULAR AREAS. " 1-4. PLAN DIME NSIONS ARE TO FACE OF STUD, CE NTE RLINEOF STE E L,TIMBE R, Elevation Elevation STUD COLUMNS, OR FACE OF CONCRETEUNLESSOTHERWISENOTED. SECTION = o AND ELEVATION DIME NSIONSARE TO TOP OF CONCRETE,TOP OF PLYWOOD,OR ® 1 = 2 4110 o TOP OF WALL PLATE SOR BEAMS UNLESS OTHE RWISENOTE D. A4 1A= A-2.0 g— O 4J o J G 5. PROVIDE ALL NE CE SSARYBLOCKING IN STUD WALLS AND CE ILINGS. g~ LOCATIONS INCLUDE BUT ARE NOT LIMITE DTO CE ILINGAND WALL MOUNTED ... o -7cPROJECT Detail Cut Large Area Detail FIXTURE S,TOILETS,TOILETACCESSORIES,CABINETRY, COUNTE RTOPS,SHE LVE S, CLOSETRODSAND FALSE BEAMS. ARCHITECTS: MECHANICAL/ELECTRICAL ENGINEER: ,� K.H.WE BB ARCHITECTS BG BUILDING WORKS al A 12/31/1999 6. RE FE RTO FLOOR PLANS FOR DOOR LOCATIONS. RE FE RTO DOOR SCHE DULE 710 W. LIONSHEADCIRCLE,UNIT A 222 CHAPE LPLACE,UNIT AC-201 FOR DOOR TYPES. VAIL,CO 81657 AVON,COLORADO 81620 PH. 970.477.2990 PH: 970-949-6108 Revision Cloud Revision 7. RE FE RTO FLOOR PLANS FOR WINDOW LOCATIONS. RE FE RTO WINDOW CONTACTS: CONTACTS: SCHE DULE FOR WINDOW TYPES. KYLE H. WE BB kyle@khwebb.com DAN KOELLIKER BRANDON ME YE R brandon@khwebb.com III 8. COORDINATE ALL ELECTRICAL AND ME CHANICAL FIXTURES TO FIT WITHIN DESIGN CONSULTANT: LANDSCAPE ARCHITECT: CE ILING FLOOR AND WALL SPACE S. VERIFY WITH ARCHITECT WHE N DIVE RTING TREACY& EAGLEBURGER ARCHITECTS CE RESLANDSCAPEARCHITECTURE FROM DRAWINGS. 3335 CONNECTICUTAVE NUE,NW PO BOX 2134 Grid Bubble Material 9. IN THE EVENTTHATADDITIONAL DETAILSOR GUIDANCE IS NEEDEDBYTHE WASHINGTON, DC 20008 EAGLE,CO 81631 CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTOF THE PROJECT,THEY PH. 202.362.5226 PH: 970-949-3286 SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO CONTACTS: CONTACT: ARCHITECT SHALL NOT CONSTITUTE A DE LAYIN THE PROJECT. PHILLIP EAGLE BURGE R SCOTT SONE S • phil@treacyeagleburger.com 10. THE GE NE RALCONTRACTOR SHALL BE RESPONSIBLEFOR SATISFYING ALL GE NE RALCONTRACTOR: SURVEYOR: APPLICABLE CODE SAND OBTAINING ALL PE RMITSAND REQUIRE DAPPROVALS. SRE BUILDING ASSOCIATES EAGLEVALLEY SURVEYING THIS PROJECT IS GOVE RNE DBY THE INTERNATIONAL BUILDING CODE AND THE 23698 HIGHWAY 24, SUITE D-2 P.O. BOX 1230 INTERNATIONAL RESIDENTIAL CODE. COMPLIANCE IS MANDATORY. THE MINTURN, COLORADO 81645 E DWARDS,CO 81632 CONSTRUCTION DOCUME NTS SHALL NOT PE RMITWORK THAT DOES NOT MAIL: PO BOX 6376 970.949.1406 CONFORM TO ALL RELEVANT CODES INCLUDING IN UBC AND ALL LOCAL AND VAIL,COLORADO 81658 PH: 303-565-4963 REGIONALCODES. PH. 970.845.6359 CONTACT: CV -- CONTACT: STAN HOGFE LDT 11. THE GE NE RALCONTRACTOR AND SUBCONTRACTORS SHALL FIELD STEVE ELICKER steve@srebuilds.com COORDINATE AND OBTAIN APPROVALS FROM THE ARCHITECT/ENGINEER BE FORE ANY CUTTING, NOTCHING, OR DRILLING OF ANY CAST-IN-PLACE CONCRETE, STRUCTURAL ENGINEER: STRUCTURAL FRAMING,OR ANY OTHE RSTRUCTURAL E LE ME NTSWHICH MAY MONROE-NE WE LLE NGINE E RS,INC. • '° AFFECTTHE STRUCTURAL INTEGRITYOF THE CONSTRUCTION. 70 BE NCHMARKROAD,SUITE 204 AVON,COLORADO 81620 12. THE GE NE RALCONTRACTOR SHALL VERIFY ALL EXISTINGGRADE SAND SCALE MAIL: PO BOX 1567 OUT THE BUILDING FOOTPRINT FOR OWNE RAND ARCHITECT APPROVAL PRIOR TO AVON,COLORADO 81620 BE GINNING ANY SITE WORK. PH: 970-949-7768 CONTACT: 13. THE OWNER HAS BEE NADVISE DTHAT DUE TO HARSH WINTE R CONDITIONS, PETE RMONROE pmonroe@monroe-newell.com ROOF& DECKSURFACESMUST BE MAINTAINE DREASONABLE FRE EOF ICE& SNOW TO ENSURE MINIMAL PROBLE MSWITH THE SE SURFACES. GEOTE CHNICALENGINE ER: HP KUMARGEOTECHNICAL,INC 14. SUBSTITUTIONS OF"EQUAL"PRODUCTS WILL BE ACCEPTABLE WITH 5020 COUNTY ROAD 154 ARCHITECT'S WRITTE NAPPROVAL. GLE NWOOD SPRINGS, CO 81601 PH: 970-945-7988 J 15. IT IS THE INTENTAND MEANING OF THESEDOCUMENTSTHATTHE GENERAL CONTACT: N Q CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR,MATERIALS STEVE PAWLAK, P.E. hpkglenwood@kumarusa.com TRANSPORTATION, SUPPLIES,EQUIPMENT,ETC.TO OBTAIN A COMPLETEJOB N— WITHIN THE RECOGNIZE DSTANDARDS OF THE INDUSTRY. U] u") 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING E NVE LOPEAND/OR CO W 0 OUTSIDE SETBACKSWITHOUT CREATINGEASE ME NTS.NOTIFY ARCHITECT (1) 0 IMMEDIATELY OF ANY DISCRE PANCIE S. D D Q 17. THE GE NE RALCONTRACTOR SHALL FIE LDVERIFY THE LOCATIONS OF ALL 0 0 EXISTINGUTILITIE S. ALL UTILITIE SSHALL BE LOCATE DTO MINIMIZE EXCAVATION = I 0 AND VE GETATIONIMPACTS TO THE SITE. 18. THE GE NE RALCONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND 0 0 TAKE ADE QUATEMEASURE STO PROTECTALLVEGETATIONBEYONDTHE LIMITS 0 OF EXCAVATION. ALL ARE ASOF DISTURBANCE SHALL BE RE-VEGETATED TO J BLE ND WITH THE NON DISTURBEDLANDSCAPEEXCAVATION. ALL ARE ASOF N _ DISTURBANCE SHALL BE RE-VEGETATED TO BLE ND WITH THE NON-DISTURBED LL LANDSCAPE. 19. THE SOILS RE PORTIS AVAILABLE FROM OWNE R'S SOILS ENGINEER. 20. GE NE RALCONTRACTOR SHALL VERIFY ALL SITE DE VE LOPME N1WITH No. Description Date LANDSCAPE CONSTRUCTION DOCUME NTS. THE SITE PLAN IS FOR GRADING AND 5 DRB SUBMITTAL 09.26.16 LANDSCAPE PLAN IS FOR LAYOUT; ANY DISCREPANCIES VERIFY WITH ARCHITECT. DRAWING 6 AME NDE DDRB 02.21.17 SUBMITTAL 8 AME NDE DDRB 09.28.17 SUBMITTAL II 9 AMENDEDDRB 11.06.17 AO - COVER SUBMITTAL III 111 AME NDE DDRB 06.04.18 Al - SITE, PROPOSED ELEVATIONS, GRFA SUBMITTAL IV 13 AME NDE DDRB 06.18.18 A2 - PLANS SUBMITTALV A3 - BUILDING SECTION AND ROOF A4 - PROPOSED A5a - CREEK LEVEL Mb - STREET LEVEL Project number A5c - SECOND LEVEL Date 06/18/2018 A6 - ELEVATIONS Drawn by BRM COVER 2 a co 0 AO ,,,, co N cOF 11.171.EXISTINGSQUARE FOOTAGE: APPROVED SQUARE FOOTAGE: PROPOSEDSQUARE FOOTAGE: 01 LOWER LEVEL: 711 SF (31% = 220 SF) 985 SF (22% = 218 SF) 1432 SF (22% = 315 SF) APPROVED 272 SF 227 SF STREETLEVEL: 1252 SF 1424 SF 1435 SF 126/21/2018 :00:00 EXPOSED EXPOSED 2ND LEVEL: 1250 SF 1343 SF 1341 SF ■ if. PROVIDE LIMIT EDDISTURBANCE ,; _ TOTALS: 3213 SF ACTUALEXIST. 3752 SF ACTUALPROPOSED 4208 SF ACTUALPROPOSED 10 AND EROSION CONTROLFENCE %'�'z 6_62'' 2722 SF ALLOWABLE EXIST. 2926 SF ALLOWABLE PROPOSED 2926 SF ALLOWABLE PROPOSED 100-YEAR _ - - - - 63 FLOOD PLANE _ _ - --�,■,' - 64- SITE AREA:2937 SF X ..55 (VVTHDSITE 1615 SF ALLOWED COVERAGE 1615 SF ALLOWED COVERAGE - 189 SF 304 SF Illir FACTOR): 1580 SF PROPOSED COVERAGE 1475 SF PROPOSED COVERAGE ■ _-----\---- ■_ - ■%;;, 8165 i - -- _--8160 -77 ------- ■;/- ---- 6 - EXTERIOR STAIRCREATED IN_ _ _ _ - =� // ,' // A JOINT ACCESS EASEMENT / !M 68- % BETWEENLOTS11 & 12. TORE; ,' / ; --- coMPLETEDBY T.o.c�� 221 SF 269 SF COMBINED LANDSCAPE CALCULATION FOR UNIT 11 & 12: - -__ — SITE AREA:5274 SF X .3 = 1582 SF REQUIRED LANDSCAPEAREA r BUILDING FOOTPRINT: 2718 SFzyz I - 4, fil / AVAILABLE REMAINING SITE: 2556 SF PROPOSED SOFTSCAPE: 600 SF + 153 SF + 268 SF + 55 SF = 1076 SF __- HARDSCAPE (2556x.2): 511 SF lieliCitOMBINED SOFTSCAPE600 SF ■ 191 SF 254 SF TOTALPROPOSED LANDSCAPE: 1587 SF , —69, ' WATERSPRI77 ,' - ---4 / S gi4 _,, CONTROLBO 1 — - H � 1— -.0 SETS ' ' UNIT 12 - EXISTING BASEMENT WALL 873 SF UNIT 12 - PROPOSED BASEMENT WALL 1054 SF .= -5 . I /■ii" ■---------71�/ i ----- 272 SF = 31% 227 SF = 22°/0 W _ SPA ■, ASEMENT AGREEMENT -- Ni (RN 20 1 7 1 7959) 1 MI a 1 "II! _ RAISED PLANT ER / 1 \ G� �. 153 SF 0- _ ..7c r �n15 PLAT 11 i 72 �� i____h__ Al _ / , , __ d 1 __ __.-__-_--\--\ prl , . .. Illre- �f ` �i /f if ,i410 0 CI 4 4CI 0 41, ...„ \ . \ 1 ,_., \ \ re e. 1 - -- -\\4 4 �� 8,16T8'.0-3 1/4"j, T.OS_ 1 1 1 I � I 1 NED 1 I \-6/4-d45 p $� t A�D� I'll w 6�ri \-AT PEAK .;,. AIR INTAKELOUVER 0 O 8207.4 o /1/11 ,,,,, COMBUSTIONAIR INTAKE , Z �\ .. -----_ I q CREEK LEVEL r LINE OF RIDGE EYOND LINE OF RIDG BEYOND _ w �I 4 ' �1 STREETLEVEL ■ \ , / o - 171 1 c'l -° ',I ' ',Er I \\\\_ 12 R ►.8,178' -/1;3/4", h I T.O.S/ 40 N I _ I 9 1 ,r. .0,_ A ir ...1 w A 1 r A 0 I — . T 4 r'A -*170091r0 rAri#V,1 X4.4 ��� / \ -_ g2PEPCOMBINE•AirAlf �� / i: : r < > a > v W fi _ Lir SOFTSCAPE268 SF I / \ / \ / W O _1 IF .4' FA• ►oma iu II \ � / D Q WWELLa in lir Rod : -: �� �-��_� ! ■�I�= , A �1L �6 I� z TRASHlil — RASH _ ��, --_ - ®n -- • 3 - SECOND LEVEL Q 2 1 1 Q I_ I A _ o I 1 11 _ �.. __ -= 8 188' - 3 5/8" I1g - __ > 0o AIN I� J �� ���� �� 6__ _ _- __' _- --911741611 ® a1 w �- 0 i� _im.rrr.ru�.e■_.rrry. .. o••..-moo ■. ■r ■r .r ■r ter--ter �r--F !--ter— will T� •� _11J IlkQ RAISED PLANTERS I ! / / V / / Ilk 1 r a 55 SF I TRENCH DRAIN / / / i 2 I / V / / , No. Description Date 4 o 0 \ • / \ \ \ / / 5 DRB SUBMITTAL 09.26.16 I I \ EXIST INGBOLLARDS \ \ / \ \ / ■ 1 l'au_ I ` TOBE REMOVED,TYP. < \ / _-T ■� ■■ _ _ iiii 6 AMENDED DRB 02.21.17 p --- - / ii nir SUBMITTAL iir J \ / _, ;: ii 8 AMENDED DRB 09.28.17 11:.'Mill , . \ / ■ _— si SUBMITTAL!! I \/ =- — _ / 2 - STREET LEVEL 9 AMENDED DRB 11.06.17 „I — � ° 27 8,178 1 3/4 O SUBMITTALlII IML 1 �, N 70�25 , _ 11 AMENDED DR 06.04.18 j o- ° W_ SUBMITTALJVB - �- - - _ _ - I j -1 \ 13 AMENDED DRB 06.18.18 _ / \ / \ SUBMITTALV _ / \-_--_ / \ / \ / / \ / V A11 ------- 78 -_ > \ \ / \ / NEW HEATEDDRIVEWAY N / / WIT HNEW PAVERS \ / HEATEDDRIVEWAY WITHIN TOVROW WILL ------BE ON A SEPARATE ZONE W/APPROPRIATE \ / MARKINGS IDENT IFYINGITSLOCATIONAT - -- ---------------- Project number -- [/ ------- THECONTROLVALVEBox _ — _ _N. I■ I I1 - CREEK LEVEL okk 1 Date 06/18/2018 8,168' - 31/4" Drawn by BRM SITE, PROPOSED ELEVATIONS, GRFA TAB! F N Q 0 SITE PLAN PROPOSED SOUTH ELEVATION PROPOSED NORTH ELEVATION 1/8" = 1'-0" 1/4" = 1' 0" 1/4" = 1' 0" Al E,co 0 N O N Akti OF ltd, O © 4 41 jil eft g. g. 113 iP5 450 el 1 1 i. DRB APPROVED 6121/2018 - 12:00:00 AM 1--o- I .8,200'-5 9/16" II N CV Ar // 1/4"1 12"_ ____, _ A r 6 1/4"/ 12" / //) IP 6 �� Al ZIA .00 'co #rP:1 I jib..... 4. I OM . 1 1;-.1%. zry I I 0 ARC I I ... I 4l 1- -0 Z W J J O 4- G 1 - = J 0 I _- - - I 1--. J I N I t o I I M I 5 - ROOF - - _— —8,208' - 6 5/8" I 8204'-911/16" _ Al _ M I 1 II I B a., 1111111111.... LEVEL I -- --- imp 8,197' - 9 5/8" / I I I = 11 • I STAIRHALL DINING KITCHEN BATH C. BEDROOM 4 I - - 1 = I — I I J — — — — — — — I O N- Q 3 — SECOND LEVEL I I � Sti tllt _r, -i - - L ! 8,188' — 3 5/8" I- N/ LJJ co l' _ Aare Are44 z Are irr 1/4"/ 12" 1/4"/12" , 1- D 1 p o 1 LIVING DINING II O 1 1 = _ 0 P , ��- �/ i /// / © p , 1 A `y ,-8,200'-2 1/4" / 0 / O Ct V Et - , 11 g4411' 2 - STREET LEVEL F\ 8,178' - 1 3/4" _ `� No. Description Date I UP 5 DRB SUBMITTAL 09.26.16 6 AMENDEDDRB 02.21.17 I- - - I/ SUBMITTAL i ` BEDROOM2 8 AMENDEDDRB 09.28.17 SUBMITTA LII 9 AMENDEDDRB 11.06.17 4110 SUBMITTA L I I I il � 8,201' -9 13/16" 11 1 i 13 AMENDEDDRB 06.18.18 SUBMITTA LV i 1: ,, Allilialtil CREEK LEVEL 8,168' - 3 1/4" i i i O • O • O • O t O } II 1 VA ULT � - Project number 1A FE3 ( 2 Date 06/18/20181 I Drawn b BRM Y N BUILDING SECTION AND ROOF DIAGRAM 0 SECTION ROOF PLAN A3 2 cn cp ci 09 0 N