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Home My WebLink AboutDRB100126 Plans♦ r l • EARTH PLYWOOD PERVIOUS FILL -� � �� FINISH WOOD STONE MASONRY ! �` WOOD- ROUGH STRUCTURAL CONCRETE �`° BLOCKING x, Ef CONCRETE MA50NRY UNIT GYPSUM BOARD BATT INSULATION RIGID INSULATION 6TEEL/ ETA AS NOTED iRillE�I� CARPET 400 _ �� A0.00 N BUILDING SECTION REFERENCE ELEVATION REFERENCE _ 1 � %\A6,00 DETAIL REFERENCE DETAIL REFERENCE T.O. PL 1 100' -0" A6.00 7 HEIGHT REFERENCE SECTION REFERENCE ROOM NAME E A REV15ION REFERENCE ROOM NAME GR�Q W11 GRID BUBBLE WALL TYPE REFERENCE 1 a < A7.0 2 l'A 3 INTERIOR ELEVATION REFERENCE WINDOW TAG STONE WOOD DOOR TAG MATERIAL BREAK r r ABV ABOVE FUR FURRED (ING) 1=51 POUNDS PER SQUARE INCH AFF ABOVE FINISHED FLOOR GA GAGE, GAUGE PL PROPERTY LINE AP ACCE55 PANEL GV GALVANIZED QT QUARRY TILE AC ACOUSTICAL GC GENERAL CONTRACT (OR) REF REFERENCE ADD ADDENDUM GL GLASS, GLAZING REFR REFRIGERATOR ADJ ADJACENT GYP BD GYPSUM BOARD REINF REINFORCE (D), (ING) ALT ALTERNATE HB HOSE 515 READ REQUIRED ALUM ALUMINUM HDW HARDWARE RES RESILIENT ARCH ARCHITECT (URAL) HDR HEADER REV REVISION (D), (ING) BASMT BASEMENT HTG HEATING REVS REVERSE BRG BEARING HVAC HEATING/VENTILATING /AC RH RIGHT HAND BVL BEVELED HT HEIGHT R R15ER BIT 51TUMINUOU-S HG HOLLOW GORE R45 ROD AND SHELF BLK BLOCK HM HOLLOW METAL RD ROOF DRAIN BLKG BLOCKING HOR HORIZONTAL RDT RECESSED DRAPERY TRACK BOT BOTTOM HWH HOT WATER HEATER RFG ROOFING BLDG BUILDING INCL INCLUDE (D), (ING) RM ROOM CPT CARPET (ED) ID INSIDE DIAMETER RO ROUGH OPENING CSMT CASEMENT IBC INSTALLED BY CONTRACTOR R/S ROUGH SAWN C CAULK (ING) LBO INSTALLED BY OWNER 5 SEALANT (EXTERIOR) CLG CEILING INS INSULATE (D), (ION) SHTG SHEATHING CT CERAMIC TILE INT INTERIOR 5M SHEET METAL CLR CLEAR Jc JANITOR'5 CL05ET SIM SIMILAR COL COLUMN KIT KITCHEN 5C SOLID CORE CONC CONCRETE LAM LAMINATE (D) SPEC SPECIFICATON (5) CMU CONCRETE MA50NRY UNIT LAV LAVATORY 5Q SQUARE CON5T CONSTRUCTION LH LEFT HAND 5TD STANDARD CONT CONTINUOUS L LENGTH ST STAIN CJT CONTROL JOINT LDT LIGHT AND DRAPERY TROUGH STL STEEL CPR COPPER LT LIGHT TROUGH SD STORM DRAIN GUST CUSTOM LTL LINTEL STIR STRUCTURAL DT DRAPERY TROUGH LVR LOUVER TEL TELEPHONE DTL DETAIL MN MANHOLE TV TELEVISION DIM DIMENSION MFR MANUFACTURE (ER) THR THRESHOLD DR DOOR MO MASONRY OPENING TOG TONGUE AND GROOVE DWG DRAWING MTL MATERIAL TS TOP OF SLAB DF DRINKING FOUNTAIN MAX MAXIMUM TSL TOP OF STEEL ELEC ELECTRIC (AL) MECH MECHANIC (AL) TW TOP OF WALL EL ELEVATION (S) MC MEDICINE CABINET TB TOWEL BAR ELEV ELEVATOR MMB MEMBRANE TR TRANSOM Ea EQUAL MET METAL T TREAD EXH 'EXHAUST M METER (S) TYP TYPICAL EXG EXISTING MM MILLIMETER (5) LINO UNLE55 NOTED OTHERWISE EXT EXTERIOR MIN MINIMUM VB VAPOR BARRIER FOC FAGS OF CONCRETE MIR MIRROR VIF VERIFY IN FIELD FOF FACE OF FIN15H MIS( MISCELLANEOUS V VE RT V VERTICAL VINYL COMPOSITION FOS FACE OF MASONRY FACE OF STUDS MULL MULLION WATER CLOS FIN FINISH (ED) NAT NATURAL WP WATER PROOFING FF FINISHED FLOOR ELEVATION NR NOISE REDUCTION WWF WELDED WIRE FABRIC FE FIRE EXTINGUISHER NOM NOMINAL W WIDTH, WIDE FDC FIRE DEPARTMENT CONNECTION N(C NT5 NOT IN CONTRACT NOT TO SCALE WDW WINDOW FHC FIRE HOSE CONNECTION OPG OPENING WO WD WITHOUT WOOD FEC FIRE EXTINGUISHER CABINET OPP OPPOSITE FPL FIREPLACE aPN OPPOSITE HAND FP FIREPROOFING, SPRAYED ON OVERHEAD FLG FLASHING PR FAIR FLR FLOOR (ING) PK PARKING FD FLOOR DRAIN PVMT PAVEMENT FTG FOOTING PL PLASTIC LAMINATE FND FOUNDATION PT POINT FBO FURNISHED BY OTHERS PSF POUNDS PER SQUARE FOOT FPHB FREEZE PROOF HOSE 515 AL ;1 0 [*IT T 0 a0*1110 1 � • WA: N 1W+%�+� DTi [s] GENERAL NOTES: 01 DO NOT SCALE DRAWINGS 02 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON THE JOB 51TE PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 03 AREAS OF CONFLICTS OR DI5CREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE CONSTRUCTION CONTINUES IN TH05E AREAS. 04 IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE 15 NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS PROJECT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT. 05 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT 15 GOVERNED BY THE 2009 INTERNATIONAL BUILDING CODE. CODE COMPLIANCE 15 MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING 15C AND ALL LOCAL AND REGIONAL CODES. 05 D IMEN51ONS ARE TO FACE OF MSE OR CONCRETE WALL. WALL ELEVATIONS ARE TO TOP OF CONCRETE OR TOP OF MSE UNLESS OTHERWISE NOTED. ALL DIMENSIONS TO BE VERIFIED IN FIELD W/ EXISTING CONDITIONS. 09 THE CONTRACTOR SHALL FIELD COORDINATE AND OBTAIN APPROVAL FROM THE ARCHITECT 4 ENGINEER BEFORE ANY CUTTING, NOTCHING OR DRILLING OF ANY CAST -IN -PLACE CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. 10 THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE OUT THE PROPOSED SITE WALLS FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE WORK. 11 THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY 5U55TITUTION5 OR OM155IONS TO THE WORK AS INDICATED IN THE CONTRACT DOCUMENTS IF WRITTEN APPROVAL BY THE ARCHITECT 15 NOT RECEIVED PRIOR TO THE MODIFICATION(S). 06 IT 15 THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 0 ALL BUILDINGS TO FIT WITHIN PROPERTY LINES WITHOUT CROSSING EASEMENTS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. :j r . , r • r BLUELINE ARCHITECTS, P.C. P.O. BOX 514 MINTURN, CO 51645 9 - 10.52 - 1.5400 9'10.5215401 FAX CONTACT: KEN BRIDGES, AIA CONTACT: - SOILS ENGINEER CAMELOT TOWNHOUSES HOA - P.O. BOX 1523 - VAIL, CO 51655 - 303.1'i5.9411 (CELL) - CONTACT: HEATHER BRANAN - CONTACT: - SURVEYOR GORE RANGE SURVEYING LLC P.O. BOX 15 5129 LONGSUN LANE AVON, CO 51620 9 9 FAX CONTACT: SAM ECKER r r • ♦ r THE PROJECT CONSISTS OF (1) REPLACING THE EXISTING BRICK PAVER WALKWAY W/ CONCRETE PAVERS (2) REPLACING EXISTING WOOD TIE WALLS W/ CONCRETE MSE WALLS (3) REMOVING THE EXISTING PLANTERS IN THE PARKING AREA AND (4) ADDING THREE NEW PLANTERS IN THE WALKWAY IN FRONT OF THE BUILDING. WALKWAY AREA: 112 S.F. APPROX. LENGTH OF MSE WALL: 130 FT. CORE: IBC 2009 CONSTRUCTION TYPE: TYPE V -B OCCUPANCY CLASSIFICATION: GROUP R -2 (MULTI- FAMILY RESIDENTIAL) RATED CONSTRUCTION- 1 HR. PARTY WALLS DATUM ELEVATION: 1000' = TOP OF MANHOLE ON SURVEY ♦ r i r ♦ r A1.0 COVER SHEET r i r ri 0 11111:144111 A2.0 SITE PLAN A3.0 EXISTING / PROPOSED ELEVATIONS All ENLARGED EXTERIOR ELEVATION A3.2 ENLARGED EXTERIOR ELEVATION F �uri �� ; ; .1 �� . �,�' F. � �i� .fig APR 2 8 2010 E E 0 0 C7 -�; Q) ii N N�� ob cX p 0 0 0 (., r- 0 N 0 T _ U 0 1 � 0 O In V) U X ,� 0 0 C1 d :2 o0 J ISSU FO R: DATE: SCHEMATIC DESIGN 04.19.90 DRB SUBMITTAL 04.27.10 SHEET SCALE: N.T.S. DRAWN BY: - CHECKED BY. • KB COPYRIGHT 2010 BLUELINE ARCHITECTS P.C. PROJECT A 1002 SHEET TITLE. COYER SHEET 10 jj V 997.9 ON x I 4- 8.6 (v j CURB & GUTTER NO b4 V x do t 998.6 a , d / co 6 1 > X998.8 xrmo x /99.1 TRACT B X999.2 EDGE OF ASPHALT (PARKING) ROADWAY 994.6 999.0 xg9 9.4 20 x ASPHALT 994.1 PARKING GRAPHIC SCALE 998. RADIUS = 120.77' 0 5 10 20 40 kp 99 DELTA = 50 i 5418 1 1 SEWER MANHOLE ARC = 107.30' INNSBRUCK MEADOWS 99�9 RIM ELEV. = 1000.0' TANGENT = 57.48" (ASSUMED BASIS IN FEET OF ELEVATIONS) 1000.1 CHORD = 103.80' 1 inch = 10 ft. LOT 8 998.6 BRG = S39*53'00"W 0 998.5 UTILITY PED. LOT 7 ul LOT 6 1004. CONCRETE PAN ul PLANTER LOT 5 / / ti'"� 1003.6 4. 00 • 0. 1005.3 1004.5 002.6 LOT 4 FLOOR 1004.5 004. ,,� con 004.7 O WOOD TIE 0 LOT 3 0 RETAINING 005.7 WALLS ,/ / }� F+-I �""'� 4.7 1004.6 X<003.7 /} F� WOOD TIE STEPS 1010.2 1004.3 10 . PLANTER / / r LOT 2 FLOOR 1007.2 X16004.6 005.1 6.0 1005.5 LI 8.8 WOOD TIE 1005.8 V* 1 009.3 STEPS -1 0 . 0- 0 '0- INDICATES A 1009.5 1009.4 0 LOT 1 WINDOW WELL 009.5 0) lro 1009.3 X, 9.5 TRACT A 41 005.9 s (PARKING) 1014.2 1010.2 x 1009.6 FLOOR 1010.4 X f0_07.2 1009.5 INDICATES A 1011.3 COVERED STOOP y 1011.0 s / 1 �, �� It 'r V 1012.5 1011.7 PLANTER 'wfo'09.1 1017.1 1011.8 luo. cwl� CONCRETE x 1009.5 -0'1010.8 PARKING fi DECK CONC. STEPS 101 CONC. WALL 1013.9 1013.9 TRACT C (OPEN SPACE) -XI'012.2 RADIUS = 990.77' NOTES: 015.5 014.8 DELTA 5*39'51* ARC = 97.95' 1) DATE OF FIELD LOCATIONS: 3/12/2010 TANGENT = 49.01' 2) BASIS OF ELEVATIONS: SEWER MANHOLE LOCATED AT EAST SIDE OF BUILDING, RIM ELEV. = 1000.0' CHORD = 97.91 (ASSUMED) 1017.1 6.3 101 101 4.6 BRG = S68 10'04"W 3) NOTICE: ACCORDING IU UOLUNAUU LAW YOU IVIUSl UUMMtNUt ANY LEGAL ACTION bASLld VIVN ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 4) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD ---'1017.0 PLAT FOR THE SUBJECT PROPERTY. sl 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. SURVEYOR'S CERTIFICATE 1, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS EXHIBIT WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. SAMUEL H. ECKER ------- COLORADO P.L.S. No. 30091 FOR AND ON BEHALF OF GORE RANGE SURVEYING LLC Q) lzs Q 'Q EXISTING CONC. CURB 4 GUTTER e -Zi N e4 E E 0 0 CD C b U) Lq oo c° C 5 0 0 0 r-, �- a) Q) 0-) :3 :3 :E :3 @ 0 — v C) 0 — Lo V) 0 X C 0 00 Ln 4-a C , 4 c n -,j- "5 oo i rm Lm ISSUED FOR. DATE: SCHEMATIC DESIGN 04,19.10 DRB SUBMITTAL 04,27.10 I- I- , - 51TE FLAN COORDINATE IN FIELD. 4.45ELGARO'CONCRETE LANDSCAPE PAVERS OR APPROVED ALTERNATE TO BE SANDSET 4 SLOPED TO AREA DRAINS. rp. WOOD TIE WALLS TO BE REPLACED WITH 'ALLAN BLOCK' CONCRETE MSE (MECHANICALLY STABILIZED EARTH) WALLS OR APPROVED ALTERNATE. REFER To ELEVATIONS FOR WALL HEIGHTS, b. EXISTING CONCRETE RETAINING WALLS To M CLAD W1 THIN CONCRETE VENEER TO MATCH MSE WALLS. 1. 42 TALL METAL GUARDRAIL To BE PROVIDED PER SECTION 1012 OF THE 150, WHERE A MIN. 30" STEP IN GRADE EXISTS. 5, REFER TO ELEVATIONS FOR WALL HEIGHTS. SHEET SCALE: 1"= 10' DRAWN BY' - CHECKED BY. • K6 @ COPYRIGHT 2010 BLUELINE ARCHITECTS P.C. PROJECT A 1002 SHEET TITLE: SITE PLAN 0 T 1. WALL ELEVATIONS 4 LOCATIONS TO BE VERIFIED IN FIELD. 2. 42" TALL METAL GUARDRAILS TO BE PROVIDED PER SECTION 1012 OF THE 15C. 3. CONTRACTOR TO PROVIDE WATERPROOF MEMBRANE WHERE PROPOSED PLANTERS COME IN CONTACT W1 THE BUILDING, TYF. 4.3ro" TALL STEEL PIPE HANDRAILS TO BE PROVIDED AT STEPS PER SECTION 100 OF THE 15C. rp. COORDINATE ALL PROPOSED WALL LOCATIONS WITH EXISTING GAS METER LOCATIONS. ro. 36" TALL WING WALLS AT ENTRIES TO BE REMOVED, TYP. 1. PROVIDE roXro DOUG. FIR 646 COLUMNS AT ENTRIES. ATTACH COLUMN TO M5E WALLS AS INDICATED ON PLAN. E E 0 0 0 O 0 Lo c c ob c� 0 L- IL O 0 0 0 (1) Q) 0) • 1 Z c Z E @ 0 - 0 0 L o 0 X C 0 a C' Lo 4-j 1 - 0 T - D- -4 :2 00 r�� EXISTING CONC. STEPS BEYOND EXISTING PATIO IBEYOND RETAINING WALL EXISTING PLANTER 50U ?NEA57 ELEVATION I��OF�05�DJ -- - -w 1r4omwwt1j1 , EXISTING WOOD TIEL�� STEPS BEYOND EXISTING PATIO 1-1 I IFU4 TIE WALL EXISTING PLANTER — RE.- SITE PLAN WALL 4 PLANTER CONC. RETAINING WALL BEYOND or a s rd ljo - -qmR. • m r - 0 ml w (a J 0 mi < a W oo < E9 O� z ■ to 7 - <o m rj ■ EJ co < O N> ISSUED FOR* DATE. SCHEMATIC DESIGN 04,19.10 DRB SUBMITTAL 04,27.10 SHEET SCALE: 118" = I' 0" DRAWN BY: EL CHECKED BY. KB COPYRIGHT 2010 BLUELINE ARCHITECTS P.C. PROJECT A 1002 SHEET TITLE: EXTERIOR ELEVATIONS 50U ?N €A57 ELEVATION ( 1/8 = I ELEVATION 5EYON0 -1 — -1 1 - '~ ELEVATION BEYOND RE: PLAN RE. PLAN GENERAL NOTES 1. WALL ELEVATIONS t LOCATIONS TO BE VERIFIED IN FIELD, 2. 42" TALL METAL GUARDRAILS TO BE PROVIDED PER SECTION 1012 OF THE IBC, 3. CONTRACTOR TO PROVIDE WATERPROOF MEMBRANE WHERE PROPOSED PLANTERS COME IN CONTACT Wl THE BUILDING, TYP. 4. 36" TALL STEEL PIPE HANDRAILS TO BE PROVIDED AT STEPS PER SECTION 1009,11.8 OF THE IBC. 8. COORDINATE ALL PROPOSED WALL LOCATIONS WITH EXISTING GAS METER LOCATIONS. 6. 36" TALL WING WALLS AT ENTRIES TO BE REMOVED, TYP. 1. PROVIDE 6X(o DOUG. FIR 94S COLUMNS AT ENTRIES. ATTACH COLUMN TO MSE WALLS AS INDICATED ON PLAN, f � V ELEV ATION 5EYOND RE: FLAN ... j a :r:►.:'.:` 1/411 = 11 • w w 1 1 / • ♦ / C+> • CJ O p �t Q t(7 V) U X C C L7 m L o ISSUED FOR. DATE: SCHEMATIC DESIGN 04.19.10 DRB SUBMITTAL 0417. 10 SHEET SCALE. 114'= f 0" DRAWN BY. CHECKED BY.• KB COPYRIGHT 2010 BWELINE ARCHITECTS P.C. PROJECT A 1002 SHEET TITLE, • EXTERIOR ELEVATIONS All ELEVATION 5EYONID RE - PL ELEVATION 5E%1`OND RE: FL AN CAENERAL NOIES I. WALL ELEVATIONS 4 LOCATIONS TO BE VERIFIED IN FIELD. 2. 42" TALL METAL GUARDRAILS TO BE PROVIDED PER SECTION 1012 OF THE 15C. 3. CONTRACTOR TO PROVIDE WATERF'ROOF MEMBRANE WHERE PROPOSED PLANTERS COME IN CONTACT W1 THE BUILDING, TYF`. 4.36 TALL STEEL FIFE HANDRAILS To BE PROVIDED AT STEPS PER SECTION 100e.111 OF THE 15C. rp. COORDINATE ALL PROPOSED WALL LOCATIONS WITH EXISTING GAS METER LOCATIONS. ro. 36" TALL WING WALLS AT ENTRIES TO BE REMOVED, TYp. I. PROVIDE &Xro DOUG. FIR 646 COLUMNS AT ENTRIES. ATTACH COLUMN TO MSE WALLS AS INDICATED ON PLAN. ENLAfP ELEVATION (FF�Of=06EID) 1/4 = ]I-oil