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HomeMy WebLinkAboutLand Use Case.HP.221 E Main St.0012.2009.AHPCM r 10 .A. To N l NOTICE According to Colorado law you must commence any legal actloi+ based upon any defect in this survey with+n •,5 years after you first discover such defect to no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certifecatfon shown hereon 1 1 ! l f Alpine t�r�e s Inca Surveyed 1 OCT. 1987 Alp 9 Drafted 7 OCT 1987 Post Office Box 1730 Aspen, Colorado 81612 303 925 2688 1 Revisions (Avt2 /���yyp19' )t�{ 7GKS� ff- 0I - ?4.00 TITLE 6�'Z m13ee' 01 e l� s � 7 =-2 �T3s'EE T TkEE i bTREST E AVON U L- -V fto COO ER _ DURANT AVE ._ DEA F_—_ JUAN t�F. LAWN 5T. - - h TNIAitl i low 0 5 10 20 30 40' 50. SCALE: 1"=10' BASIS OF BEARING -'FOUND MONUMENTS AS SHOWN. SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT IN OCTOBER 1987 AND MARCH 2009, A SURVEY WAS PERFORMED UNDER MY SUPERVISION OF LOTS D AND E, CITY AND TOWNSITE OF ASPEN, COLORADO. THE TWO STORY BUILDING WAS FOUND TO BE LOCATED ENTIRELY ON THE PROPERTY AS SHOWN HEREON AND THAT ALL EASEMENTS, RIGHTS-OF-WAY AND ENCROACHMENTS BY OR ON THE PROPERTY ARE ACCURATELY SHOWN. JAMES F. RESER L.S. 9184 NOTE: ERROR OF CLOSURE IS BETTER THAN 1:10000 NOTE; PITKIN COUNTY TITLE, INC ORDER NO. PCT 211 SOI.. WAS USED IN THE PREPARATION OF THIS SURVEY',' Title IMPROVEMENT SURVEY GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE AND NOTIFY THE DESIGNER OF CHANGES. 2, INSULATI❑N SHALL BE A MINIMUM OF R-38 AT CEILING AND R-19 FOR WALLS AND FLOORS WITH A MINIMUM OF 4MIL VAPOR BARRIER INSTALLED ON WARM SIDE, 3. ALL WORKMANSHIP AND MATERIALS SHALL BE GOOD QUALITY, WHERE NOT SHOWN ON THE PLANS THE CONTRACTOR SHALL MEET INDUSTRY STANDARDS AND LOCAL CODES, 4, CONTRACTOR SHALL BE RESPONSIBLE FOR SAFTEY & PROTECTION IN AND AROUND JOB SITE AND OR ADJACENT PROPERTIES, 5. OBSERVATI❑N VISITS TO THE SITE BY FIELD REPRESENTATIVE SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION, 6. FLOOR IN NEW RESTURANT AREA MUST MEET STC (SOUND TRANSMISSION CLASS) REQUIRMENTS CHECK WITH INSTALLER FOR MATERIAL USED USE ASRM E90 TO DETERMINE NOT LESS THEN 50 7. D❑ NOT SCALE DRAWINGS, CONTRACTOR SHALL RELY ON WRITTEN DIMENSIONS AS GIVEN, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR CLARIFICATI❑NS, ALL DIMENSI❑NS SHALL BE FIELD VERIFIED BY CONTRACTOR AND COORDINATED WITH ALL OF THE WORK OF ALL TRADES, IF DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE THE COMMENCEMENT OR RESUMPTI❑N OF W❑RK, 8, ABBREVIATI❑NS THROUGHOUT THE PLANS ARE THOSE IN COMMON USE. NOTIFY THE DRAFTSMAN OF ANY ABBREVIATI❑NS IN QUESTION, 9, CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARI❑US TRADE ITEMS WITHIN THE SPACE ABOVE ALL CEILINGS(INCLUDING, BUT NOT LIMITED TO, STRUCTURAL MEMBERS, MECHANICAL DUCTS AND INSTILLATION, CONDUITS, RACEWAYS, SPRINKLER SYSTEM, LIGHT FIXTURES, CEILING SYSTEMS, AND ANY SPECIAL STRUCTURAL SUPPORTS REQUIRED) AND SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISH CEILING HEIGHT ABOVE THE FINISH FLOOR INDICATED IN THE DRAWINGS, 10, ACCESS PANELS SHALL BE PROVIDED AND INSTALLED WHEREVER REQUIRED BY BUILDING CODE OR FOR THE PROPER OPERATION OR MAINTENANCE OF MECHANICAL OR ELECTRICAL EQUIPMENT, WHETHER OR NOT INDICATED ON THE DRAWINGS, CONTRACTOR SHALL COORDINATE SIZE, LOCATI❑N, AND TYPE OF ACCESS PANEL WITH OTHER CONTRACTORS WORK AND RECEIVE APPROVAL OF THE DRAFTSMAN. NO ACCESS PANEL SHALL BE LOCATED, FRAMED OR INSTALLED WITHOUT THE EXPRESSED APPROVAL OF THE DESIGNER, 11, IN THE CASE OF A CONFLICT BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, SPECIFICATIONS SHALL TAKE PRESIDENT, CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY CONFLICT BEFORE PROCEEDING WITH THE WORK. 12. ALL DUCT PENETRATIONS THROUGH PARTITIONS AND CEILING SHALL BE PROVIDED WITH NECESSARY FRAMES AND BRACING AROUND OPENING AND SHALL BE PROVIDED WITH AUTOMATIC FIRE DAMPERS AS REQUIRED BY THE BUILDING DEPARTMENT FOR FIRE -RATED PENETRATIONS, 13. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL BE ACCESSIBLE BY THE HANDICAPPED, 14, LEGAL EXITS SHALL NOT BE BLOCKED AT ANYTIME, 15, THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PERMITS AND INSPECTIONS, 16, SIZE OF MECHANICAL AND ELECTRICAL EQUIPMENT PADS AND BASES ARE APPROXIMATE ONLY, THE CONTRACTOR SHALL VERIFY DIMENSIONS WITH RESPECTIVE EQUIPMENT MANUFACTURER, 17, APPROVED NUMBERS, ADDRESSES, AND PERMITS SHALL BE PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM STREET, ICC/ANSI A117,1-1998 NOTES FOR CONTRACTOR 303,2 CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL OR SHALL BE BEVELED WITH SLOPE NOT GRATER THEN 112 603.2.3 DOORS SHALL NOT SWING INT❑ THE CLEAR FLOOR SPACE OR CLEARANCE FOR ANY FIXTURE 702 MAKE SURE ALL ALARMS COMPLY WITH THE ICC/ANSI A117,1-1998 902.3 THE TOPS OF TABLES, COUNTERS, AND WORK SURFACES SHALL BE 28" MIN AND 34" MAX FROM GROUND SURFACE, 9033 BENCH SEATS SHALL BE 20" MIN AND 24" MAX BY 42" MIN LONG FIXED TO A WALL ALONG THE LONGER DIMENSION 903,4 THE BENCH SHALL BE 17" MIN AND 19" MAX ABOVE THE FLOOR OR GROUND, 904,3 COUNTERS FOR SALES OR DISTRIBUTION OF GOODS AND SERVICES TO THE PUBLIC SHALL HAVE A PORTION OF THE COUNTER 36" LONG MIN BY 36" HIGH MAX ABOVE FINISH FLOOR, PROJECT DATA USE GROUP ALLOWABLE F,A,R ALLOWABLE DECK AREA: TOTAL F,A,R, TOTAL NET LEAS L A-2 4,500.0 S F, 675,0 S,F, 4,2630 S,F , DIMENSIONAL REQUIRMENTS (MU) ZONE DISTRICT: MINIMUMS EXISTING LOT SIZES 3,000 S�F� 6)000 S,F-, FRONT SETBACK: 10'-0" +10'-0" SIDE SETBACS: 5'-0" 5'-0" REAR SETBACK: 5'-0" 5'-0" MAXIMUM HEIGHT: 28'-0" no change in height UTILITY/TRASH/RECYCLE AREAS SEE SECTI❑N 26.575.060. CENTACT OWNERS AGENT CONTRACTOR: ELECTRICAL: PLUMBING: MECHANICAL: ENGINEERING: DRAFTSMAN; SURVEY: DIST RECEIVED mq O -1 2009 ii i i yr iAw tNJ �IOMMUNITY DEVELOPMENT LYNDA SCHULTZ 970,9255336 MONICA (BISTRO) 970,925,5338 SEAN O'SULLIVAN 970,309,0143 TOM LESTER 970,379,4655 DURGIN (T,B,D,) 970,927,9339 ALTITUDE (BRAD) 970,947,0606 T&E MARSHALL 970,927,8071 PHIL NICHOLAS 970,527,5369 PBR WORKSHOP 970,274.04'81 ALPINE SURVEYS 970,9252688 SPECIAL NOTES, 1. A MECHANICAL ENGINEER SHALL VERIFY ALL EXISTING CONDITIONS AND NEW C❑NSTRUCTI❑N IMPACTS PRIOR TO CONSTRUCTION, OBSERVATIONS AND RECCOMENDATI❑NS SHALL BE FORWARDED TO CONTRACTOR, OWNER, ENGINEER, AND DRAFTSMAN, 2. A STRUCTURAL ENGINEER SHALL VERIFY ALL EXISTING CONDITI❑NS AND NEW CONSTRUCTION IMPACTS PRI❑R TO CONSTRUCTION, OBSERVATIONS AND RECCOMENDATIONS SHALL BE FORWARDED TO CONTRACTOR, OWNER, AND DRAFTSMAN. 3, CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NEW CONSTRUCTION IMPACTS PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND INSTALLING ALL ASPECTS OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO WATERPROOFING, DRAINAGE AND RUN -FF MITIGATION, CRAWLSPACE AND ROOF VENTING, SHOP DRAWING REVIEW, PRE -MANUFACTURED BUILDING COMPONENTS, MECHANICAL, ELECTRICAL,AND CONVEYANCE SYSTEMS, STRUCTURAL, ELECTRICAL, AND MECHANICAL, REQUIRMENTS. 0. 2 0 0 Iqa LOO Cf)�I 0 00 00 00 cr 0 0 SCu< Lu co 3:z0 J 0 Cc -1 Cn 0 m 0 C a m 0_ 2 a 0 m z 0 1;T TW Z Cu �— d m I Notes: CHANCE ORDER I L Scale: NO SCALE ( I Date: April 20, 2009 SHEET: 5'-0" X X PROPERTY LINE X X — TRASH AREA 110 1-01 X 20'-011 X X X X "ARKIN 0-611 X 14 1 X X X X X El CONC. PARKING 8'-6" X 18'-0" o � o �'J 0 C�7 PARKING 8'-6" X 181—O" PARKIN 8°-6" X l � CONC. x WALK NEW WOOD DECK 231 S.F. X — WALK 100.00' E EXISTING TWO-STORY BUILDING I CD LO 100.001 SIDE SETBACK A —SIDF-SETB-ACK— CONC. WALK Ne 0 '-0 �J ig PROPERTY LINE RECEIVED tim 0 1 2009 (;I i i yr ,AotjtN MAUNITY DMLOPW 0 Z rr g� 0.mW� UJ 0W (11crNOQ Lu O Q CC�o � O W v 00� W m N Z Cq LU wF:�a aoED U a ui Notes: CHANCE ORDER Scale: 1/4" = P-0" Date: April 20, zoos SHEET: SP- 1 n n p M0 �. nn Cf) VJr__�C Eo m (r O Cu0a 00 Lu z X O ' 0 m U) ° n m 0. Q a >2 O W z14 Z � N 0 m 0 Z rr g� 0.mW� UJ 0W (11crNOQ Lu O Q CC�o � O W v 00� W m N Z Cq LU wF:�a aoED U a ui Notes: CHANCE ORDER Scale: 1/4" = P-0" Date: April 20, zoos SHEET: SP- 1 0 ' 4' BUS AREA BEER/WINE STORAGE TO EXIT BOOKSTORE AREA 7'-4 6'-1 iL —1 (�N, PLATE AREA MOUNT 9 ABOVE 10 MAKE-UP AIR AND EXHAUST HOOD N 12' LONG X 54"D \ MOUNT 17 ABOVE 19 i 48" FOOD PASS AREA 4,-0, 1. 41-00 BISTRO DINING ING 4' SOIL TAB DOWN rrn ROOF BELOW VEGETABLE SINK E NEW DECK ARE 4" VENT'ITOOUISIUE / ✓ /Ya" STAINLESS S"PEEL ENCLOSURE ORDER SHEET FOR PRODUCTS W, WEST EQUIPMENT COMPANY E CEIVI 1� manitowoc ice machine p 10 model# 871732 MAY 30"w x 24 % "d x 16-1/2"h :' d v ter. iAot' 115v 2 325 lbs. per hour COMMUNITY DEVELO! WORK TABLE M❑DEL# 4-SL-SLCB-24 STAINLESS STEEL 48"W X 24"D X 36"H FOOD WARMER M❑DEL# W -3V STAINLESS STEEL 12"W X 20"D X 13"H 120V 1200 WATTS 10 AMP TRUE UNDERCOUNTER REFRIGERAT❑R M❑DEL# TUC -48 48-3/8"W X 30—Y8"D X 29 3/4"H 120V Y5 HP 5 AMP 2 DOORS ' 5 24" x 18" work top with water station with hand sink stainless steel 9 3/4" w x 11 3/4" d x 13'h \6 superior sandwich prep table stainless steel 48"w x 30-1/8"d x 43"h 120v 1/3 h.p. superior sandwich prep table stainless steel 48"w x 30-1/8"d x 43"h 120v 1/3 h.p IMPERIAL OVEN AND RANGE MODEL# IR -8 STAINLESS STEEL 480W X 28-�/8"D X 58 Yz"H GAS 278,000 BTU IMPERIAL CHEESEMELTER MODEL# ICMA-24 STAINLESS STEEL 24"W X 17%0D X 173/4"H GAS 20,000 BTU IMPERIAL GRIDDLE v M❑DEL# IMGA-2428 STAINLESS STEEL 24"W X 24"D X 14"H GAS 60,000 BTU 11 IMPERIAL COUNTERTOP BROILER M❑DEL# IRB -24 STAINLESS STEEL 24"W X 24"D X 10 3/4"H GAS 60,000 BTU CONTINENTAL REFRIGERAT❑R MODEL# DL1G-SS STAINLESS STEEL 50-3/4"W X 33-5/8"D X 26"H 120V 75 HP 6 AMP 13 toastmaster hotplate model# 580-044 stainless steel 12"w x 26"d x 12"h gas 22,000 btu 14 toastmaster hotplate model# 580-044 stainless steel 12"w x 26"d x 12"h gas 22,000 btu IMPERIAL GAS FRYER M❑DEL# IFS -40 STAINLESS STEEL 15-Y2//W X 30"D X 45-%"H GAS 105,000 BTU HATCO DRAWER WARMERS MODEL# HDW-2 INSTALL ON RAISED PLATFORM 29-/z"W X 27"D X 11"H STAINLESS STEEL 9,A -M -A -NA MICROWAVE OVEN M❑DEL# AL-DnT -� 22"W X 19"D X 13-Y2"H 120V 13.2 AMP 150OW AUTO -CHLOR SYSTEM A5 - CORNER DISHWASHER STAINLESS STEEL 27"w x 273/4"d x 74"h STAINLESS STEEL HAND S,I,NK WAL -,M_OUI T 942"_W PURCHASE 2 DENOTES EXISTING EQUIPMENT DENOTES NEW EQUIPMENT -OUT FOR STING TREE CONTACT LIST OWNERS AGENT: LYNDA SCHULTZ 970.925.5336 MONICA (BISTRO) 970.925.5338 CONTRACTORi SEAN ❑'SULLIVAN 970,309,0143 TOM LESTER 970,379,4655 ELECTRICAL: DURGIN (T,B D.) 970,927,9339 PLUMBING; ALTITUDE (BRAD) 970,9470606 MECHANICAL: T&E MARSHALL 970,927,8071 ENGINEERING; PHIL NICH❑LAS 970.527.5369 BISTRO DINING CONSERVATORY DRAFTSMAN: PBR WORKSHOP 970,274,0481 IL OO p �0 T_ Lo co _ 0cc 0 0 0 0 �: CSU Q 0 LO 0 LU z m o n Cro m Q Q� o0 3 O W zz 11 77 U] N �— 0 M 0 0 J l.L n 0 Z rr N � O � r � m W CD moo �No 0zQ LU cc Z � W� o� UmcNvz J rr F. N aoaa O X 7P UJ LU z U Notes: CHANCE ORDER SET 11 Scale: 112" = >'—O" Date: April 29, 2009 SHEET: F.A.R. MATRIX - scams�BIf _ 1 1-0" TOTAL EXISTING F.A.R. 4,263.0 S.F. TOTAL NEW F.A.R. 0 S.F. TOTAL F.A.R. 4,263 S.F. (EXISTING DECK AREA 58 S.F) LOT SIZE 6,000 S.F. (MU ZONE DISTRICT) .75 TO I TOTAL ALLOWED F.A.R. 4,500 S.F. TOTAL ALLOWEDDECKAREA 15% OF 4,500 S.F. 675 S.F. TOTAL PROPOSED DECK AREA J, -^- --- � 231 S.F. EXISTING GROUND LEVEL F.A.R. (1 - 14'- 7 %2' x 16-3 3/4° = 238.5 S.F. ©- 20'- 6" x 10'-10" = 222.0 S.F. ©- 49'- 3 %2' x 4'- 6 3/" = 224.8 S.F. ®- 47'- 3 %2' x 15-1 %4' = 714.3 S.F. O - 43- 1 %2' x 30'- 5 %2' = 1313.5 S.F. ®- 14'- 1" x - 2" = 72.7 S.F. T - 4'- 5 %2° x 1'- 5 %2' = 6.5 S.F. ®- 1'- 3 %6° x 1'- 5 %2' = 1.8 S.F. TOTAL EXIST. F.A.R. = GROUND LEVEL = 2,794.1 S.F. UPPER LEVEL = 1,843.9 S.F. (- LESS STORAGE) _ - 375 S.F. DECK AREA = 0 S.F. TOTAL EXISTING F.A.R. 4,263.0 S.F. EXISTING UPPER LEVEL F.A.R. (1 - 5'- 7" x 31'-11 %2" = 178.4 S.F. ©- 10'- 10 7/6" x 60'-11 %2° = 662.6 S.F. 03 - 4'- 0 is' x 7'- 8 %s' = 31.0 S.F. ®- 18'- 1 %" x 4'- 6 3/" = 82.6 S.F. O - 14'- 9" x 20'- 10 %2" = 307.9 S.F. (LESS STAIRS - 64.4 S.F.) = (- 64.4 S.F.) ©- 30'- 10 %4' x 15'- 0 3/4' = 464.7 S.F. (7) - 24'- 7" x 13- 6 7/6° = 32.7 S.F. Q (LESS STAIRS - 332 S.F.) = (- 33.2 S.F.) ®- 3,- 4 /2, x 9,- 9 3/4... = 33.1 S.F. ®- 6'- 4" x 16- 11 9/6' = 107.4 S.F. ®- 5'- 0" x 7'- 2 3/" = 40.1 S.F. TOTAL EXIST. F.A.R. = 11,843.9 S.F. NEW DECK AREA 14'- 0'Y16" x 16'- 33/4' = 229.3 S.F. 4'- 016" x 3- 11546" = 12.7 S.F. LESS TREE ACCESS 3'- 4" x 3'-4" = 11.11 S.F. TOTAL DECK F.A.R. = 231 S.F. 231 < 675 THEREFOR = 0 6" UPPER FLOORPLAN CHANGE ORDER SCALE %4" = 1'_D" RECEIVE MAY 01 2009 Qi i i yr mot't) COMMUNITY DEVELOPM 0. o O d. L0 a O 0 ED OD Ir - O cu O ❑ Q O Z O m U Q 0 a cd m W QcL Q m W O z CD Z N F— U m Notes: CHANCE ORDER IL Scale: 1/4" = 1'-0" 11 Date: April 20, 2009 SHEET. 4TI❑ Ml s7M1 M willM =81 1of.'1qCI.`T� All All r, PROPOSEE =ART 911 Ift I 71 D 1= O a or W m W� CG (T C06 � ��c~l�0 w oZa 0 w0 U) o W U cc 0WmNZ ❑ w N W � � H N ooaQ :D 0.