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HomeMy WebLinkAboutLand Use Case.824 E Cooper Ave.0001.2010.AHPCABBKEVIATIONS'­ 4- AND L- LENGTH - ANGLE LAM- LAMINATE @- AT LAV- LAVATORY G.L.- CENTERLINE LBL- LABEL i • ' "- DEGREE, MINUTE, SECOND LH- LEFT HAND �- DIAMETER LIN- LINEAR FOOT, INCH LTL- LINTEL #- NUMBER 143% - PERPENDICULAR MAS -MASONRY 42% MATL- MATERIAL AB- ANCHOR BOLT MAX- MAXIMUM A/G- AIR CONDITIONING MECH- MECHANICAL ADJ- ADJUSTABLE MED- MEDIUM AFF- ABOVE FIN15HED FLOOR MEMB- MEMBRANE ALT -ALTERNATE MET -METAL ALUM- ALUMINUM MFR- MANUFACTURER APPROX- APPROXIMATE MIN- MINIMUM ARCH- ARCHITECTS PLAN MISC- MISCELLANEOUS A5PH- A5PHALT MLD- MOULDING AUTO- AUTOMATIC MOV- MOVABLE I MULL- MULLION B- BOTTOM OF - 1 BD -BOARD N- NORTH j BIT- BITUMINOUS NAT -NATURAL BLDG- BUILDING NIG- NOT IN CONTRACT SLK- BLOCK NO- NUMBER BLKG- BLOCKING NOM- NOMINAL BM- BEAM NTS- NOT TO SCALE BOT -BOTTOM �.: 55- BOTH SIDES OA- OVERALL BSMT- BASEMENT O/C- ON CENTER BRC- BEARING OD- OUTSIDE DIAMETER B PL- BEARING/BASE PLATE OH- OVER HANG BVL- BEVELED OFF- OFFICE OPG- OPENING GAB- CABINET ODP- OPPOSITE G FL- COUNTER FLASHING G JT- CONTROL JOINT PL -PLATE CL- CENTERLINE PL &L- PLATE &LASS GLC- CEILING PLMB- PLUMBING CLO- CL05ET PLY- PLYWOOD GLR- CLEAR PT- POINT CMU- CONCRETE MA50NRY UNIT PTD- PAINTED COL- COLUMN PVC- POLYVINYL CHLORIDE GONG- CONCRETE GON5T- CONSTRUCTION QT- QUARRY TILE CONT- CONTINUOUS GORR- CORRIDOR R- RADIUS GPT- CARPET RA- RETURN AIR CT- CERAMIC, TILE RECD- RECEPTICAL GTR- CENTER REF- REFERENCE REFR- REFRID&ERATOR DBL- DOUBLE REG- REGISTER DEG- DEGREE RET- RETURN DIA- DIAMETER REQ'D- REQUIRED DIM- DIMEN51ON REV- REVI5ED(ION) PR -POOR RD- ROOF DRAIN DTL- DETAIL RH- RIGHT HAND DWG- DRAWING RO- ROUGH OPENING ROW- RIGHT OF WAY E- EA5T RW HP- RANDOM WIDTH HEART PINE EA -EACH EB- EXPANSION BOLT 5- SOUTH EL- ELEVATION SEG- SECTION ELEC- ELECTRICAL 5HT- SHEET ELEV- ELEVATOR SC -501-10 GORE EMER- EMERGENCY SD- STORM DRAIN ENG- ENCLOSURE 5HT- SHEET EQ- EQUAL 51M- 51MILAR EQUIP- EQUIPMENT SP- SOUND PROOF EXH- EXHAUST SPEC,- SPECIFICATION EXIST- EXISTING SPK- SPEAKER EXT- EXTERIOR 50- 50UARE 5C, FT- SQUARE FEET FP- FLOOR DRAIN 55- STAINLESS STEEL FIN- FINISH STD- STANDARD FLR- FLOOR 5TL- STEEL FNP- FOUNDATION STRUCT- STRUCTURAL FP- FIREPLACE 5YM- SYMMETRICAL FT- FOOT 5YS- SYSTEM FTG- FOOTING T- TOP OF &A- GAUGE T- TREAD (@ STAIRS) &ALV- GALVANIZED T46- TONGUE 4 GROOVE GPO- GARAGE DOOR OPENER TEL- TELEPHONE GL- &LA55 TEMP -TEMPERED &R- &RADE(ING) THK- THICK GYP- GYP5UM BOARD TYP- TYPICAL TV- TF-LF-VI51ON HB- H05E BIBB HP -HEAD UNF- UNFIN15HF-P HP HT- HEAD HEIGHT UON- UNLESS OTHERWISE NOTED HDW- HARDWARE HDWD- HARDWOOD VB- VAPOR BARRIER HDR- HEADER VERT- VERTICLE HT- HEIGHT VG VERTICLE GRAIN HTC- HEATING VIF- VERIFY IN FIELD HORIZ- HORIZONTAL VT- VINYL TILE HVAC- HEATING/VENTILATION/AIR GOND HW- HOT WATER W- WEST W/- WITH ID- INSIDE DIAMETER WC- WATER CLOSET IN- INCH WD- WOOD INCL- INLUDE(D)(ING) WPW- WINDOW INSUL- INSULATE WWF- WELDED WIRE FABRIC INT- INTERIOR WP- WATERPROOFING INV- INVERT WP HP- WIDE PLANK HEART PINE W5- WEATHER STRIPPING J5T- JOIST JT- JOINT KIT- KITCHEN 1G0- KNOCK OUT ELEV. REF. ELEV. REF. ELEV.NO 2 ANOTHER DWG. ELEV.NO. SAME DWG. DWG NO. A4 SECTION NO. BLDG. 12 SECTION REF. SECTION REF. A3 ANOTHER DWG. SECTION NO. SAME DWG. DWG NO. DETAIL NO. 1. WALL SECT. DETAIL REF. , MARK j 9 ANOTHER DWG. A7 -- DWG NO. DETAIL REF. lSAME DWG. --�I WINDOWTYPE DETAIL NO: -_'� I ; 4 A72 INTERIOR ELEV. NO. ELEV.REF i Q DWG NO. 1 WINDOWTYPEABOVE DOOR +WINDOW OOIa DOORTYPE DET. ON ELEVATION W2 ASSEMBLY i REVISION NO. i� DIMENSION TO FACE I EL. 103'-0" FLOOR ELEV. ON SECTION ZONING / BUILDING SUMMARY VICINITY MAP &8�F 4I5, ,q P-11IttN�� Y2'E�. F.iRS�i' 1 Z eyl' i LOT AREA DIREC-,ORY MARK & MARIANNE KEATING 824 EAST COOPER AVE. ASPEN, CO ARCHITECT SCOT BROUGHTON SCOT BROUGHTON ARCHITECTS 23280 TWO RIVERS ROAD UNIT 3 BASALT, CO 81621 Phone:970 927-0552 Fax: (970) 927-0554 -- Email: scot@scotbarchitects.com I STRUCTURAL ENGINEER HEIGHT 125'-0" 122'-6" 15'-6' :SETBACKS 176113.8% X 1280 13 5 1 FRONT 10 13 5 1 5j ": REAR'S /10 '21 8 5710 � SIDE'S S2.1 SITE COVERAGE 143% 45% OPEN SPACE 42% 42% PARKING{� _2 µµ 2 ]MbO�N�SITE _ l{lK Oil s 'w��.•k....a. x�.,1...,...,,.., a3C''iOL`M1t',.Z'u...xr.'d'�' �.»,w,v,Y «.....w4wf::ls''l"°'�. .,<».._.,a. EXISTING LOWER LEVEL FULLY BELOW GRADE 4, WALL _ 1512 — I {�7 i s STAIR WELL WALL 78 2 02 6 1 66 I WINDOW WELL I - 1 WINDOW WELL 33= SUBTOTAL 210113.8% OF PERIMETER WALL 1 � o0_3o - EXEMPT 0.510VER 250 SF EXEMPT OVERAGE F i 50% - .. TOTAL �.: CJ .-. 1s TRASH 47 9EXEMPT; UP TO 120 SF NO PERMIT READ < a/ i LOT AREA DIREC-,ORY MARK & MARIANNE KEATING 824 EAST COOPER AVE. ASPEN, CO ARCHITECT SCOT BROUGHTON SCOT BROUGHTON ARCHITECTS 23280 TWO RIVERS ROAD UNIT 3 BASALT, CO 81621 Phone:970 927-0552 Fax: (970) 927-0554 -- Email: scot@scotbarchitects.com I STRUCTURAL ENGINEER HEIGHT 125'-0" 122'-6" 15'-6' :SETBACKS 176113.8% X 1280 13 5 1 FRONT 10 13 5 1 5j ": REAR'S /10 '21 8 5710 � SIDE'S S2.1 SITE COVERAGE 143% 45% OPEN SPACE 42% 42% PARKING{� _2 µµ 2 ]MbO�N�SITE _ l{lK Oil s 'w��.•k....a. x�.,1...,...,,.., a3C''iOL`M1t',.Z'u...xr.'d'�' �.»,w,v,Y «.....w4wf::ls''l"°'�. .,<».._.,a. EXISTING LOWER LEVEL FULLY BELOW GRADE 4, WALL _ 1512 — ?.PERIMETER ....�._ .__ yfti � i s STAIR WELL WALL 78 2 02 6 WINDOW WELL 66 I WINDOW WELL 33¥ 202.6: WINDOW WELL 33= SUBTOTAL 210113.8% OF PERIMETER WALL 2f '--7 %Z' 'I'1O• ��Y��zl�rr SK PEIGHTAL ENGINEERS 76 SUNSET DRIVE; UNIT 4 BASALT, CO 81621 Phone: 970/927-9510 Fax: 970/927-0597 lb ImAl W, ZA Za rel I I Wil G-102 PROTECT INFORMATION TOTAL COUNTABLE AREAS 176113.8% X 1280 EXISTING MAIN LEVEL 12805 A-101 1 5j A-201 -1.51 ------------ �� SUBTOTAL" 1277' € EXISTING UPPER LEVEL 1080 " S2.1 1.9 168 f N:d .,. ... ....g., - - - ........, I: SUBTOTALI 1054.8 HOUSE TOTAL 2507 8 _ 2400 MAX FAR . �' AVAILABLE HOUSE SF- 107 8 COVER FAR L EXIST COOPER ST DECK 157 4 s 360 115% OF 2400 360 AVAILABLE DECK SFi 2 02 6 _ NEW DECK 202.5! LESS AVAILABLE 202.6: TOTAL' -0.1 UNDER: DECK IS EXEMPT SF --- TRAX1.5 =svarU --- IAU— o0_3o - EXEMPT 0.510VER 250 SF EXEMPT OVERAGE F i 50% - .. TOTAL COUNTS TOWARD FAR 0.2577 1s TRASH 47 9EXEMPT; UP TO 120 SF NO PERMIT READ 2f '--7 %Z' 'I'1O• ��Y��zl�rr SK PEIGHTAL ENGINEERS 76 SUNSET DRIVE; UNIT 4 BASALT, CO 81621 Phone: 970/927-9510 Fax: 970/927-0597 lb ImAl W, ZA Za rel I I Wil G-102 PROTECT INFORMATION AS -101 SURVEY AS -102 SITE PLAN A-101 FLOOR PLANS &ELEVATIONS A-201 SECTIONS &DETAILS SI.I FOUNDATION &FRAMING S2.1 DETAILS &GENERAL NOTES D F1'1111 III FMA M ZWk A 1. ANY DISCREPANCIES FOUND ON THESE PLANS AND WHERE THEY EX15T ON THESE CONSTRUCTION DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK 2. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE ASPEN LAND USE CODE 51N&LE FAMILY 6UIDELINE5 AND ALL APPLICABLE BUILDING CODES. ALL WORK SHALL CONFORM WITH THE STATE OF COLORADO CODES j 3. DO NOT DISTURB THE SITE BEYOND 5-0" OF THE j NEW BUILDING PERIMETER. DESIGNATE TREES AND SHRUBS FOR REMOVAL AND REPLANTING. I 4. ALL LAND50APIN6 BEYOND THE AREA OF CONSTRUCTION TO BE PROTECTED. 5. DISTURBANCE CREATED BY DEMOLITION 15 TO BE RESTORED, FINAL GRADED AND RE-VEGITATED 6. BUILDING FOOTPRINT 15 TO BE STAKED FOR VERIFICATION OF CONFORMANCE WITHIN THE BUILDING SETBACKS AND VERIFICATION OF EXI5TING GRADES. -1. VERIFY SIZE AND LOCATION OF EXI5TIN& UTILITY LINES WITH THE APPROPRIATE UTILITY COMPANY OR CONTRACTOR TO PERFORM WORK. ALL UTILITY LINES ARE TO BE BURIED. 5. PROVIDE PROPER AND COMPLETE CONNECTION TO NEW CONSTRUCTION. 9. 5ALVA&ABLE MATERIALS ARE TO BE STORED FOR POSSIBLE RE -USE. .10. PROVIDE ENGINEERED SHORING AND BRACING A5 NECESSARY. 1 1. SURFACE 4 5UB501L DRAINA&E,AND SEDIMENT 4 F-RO51ON CONTROL PLANS PER CIVIL ENGINEER'S I RECOMMENDATIONS. I w lV E %0 O 4J y .m O� V . ® a,; -C � u m o U H Cn @ Zc `21 �o 0^ 30 O O N M eV �+ _'Ln oQ �- Cq ® N m o r� V) av GENERAL .,* .�.. 0 O MID se U 06 4J O O � d OL_ (� O . ® 4-J U N CLa co ISSUED FOR 2/15/10 COPYRIGHT im All designs ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. Written dimensions shall take precedence over scaled dimensions and shall be verified at the job site.Any dimensional discrepancy shall be brought to the attention of the Architect prior to commencement of the work. 1 PROJECT DATA PROJECT NO: 2010.01 DRAWN BY: CHECKED BY: #Custom I ISSUE DATE: 2/15/10 SHEETTITLE SHEET NO. ' SCALE It 5 10 15 20 1 *:4 Y-4 fv4vAcy STREET LIGHT )9�S7, Coo p NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT ON THIS PLAT WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS PLAT BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. THE CERTIFICATION IS VOID IF NOT WET STAMPED WITH THE SEAL OF THE SURVEYOR. W COAtc . WALK 30n NO. 4 REBAR ' NO CAP ,_SET RED CAP '16129' r �4�I :gid ► °t:P'L- LEGEND AND NOTES 0 FOUND SURVEY MONUMENT AS DESCRIBED 0 SET SURVEY MONUMENT NO. 4 REBAR WITH RED CAP '16129' OR WITNESS CORNER YEL CAP '16129 WC' BASIS OF BEARINGS: FOUND CITY MONUMENTS FOR THE SOUTH BOUNDARY OF BLOCK 35. E.A.T. N 75'09'11'W. © UTILITY BOX 9 WOOD FENCE WW WINDOW WELL ADDRESS '0824' PITKIN COUNTY TITLE. INC. TITLE COMMITMEENT NO. PCT 14566 DATED AUG. 17, 1999 WAS USED IN THE PREPARATION OF.THIS SURVEY CERTIFICATION THE UNDERSIGNED STATES THAT THE PROPERTY DESCRIBED HEREON WAS FIELD SURVEYED DURING JULY 92. SEPT 9 & OCT 03 AND IS ACCURATE BASED ON THE FIELD EVIDE14CE AS SHOWN. AND THAT THERE ARE NO DISCREPANCIES OF RECORD. BOUNDARY LINE CONFLICTS. ENCROACHMENTS, EASEMENTS OR RIGHTS OF WAY IN FIELD EVIDENCE OR KNOWN TO ME. EXCEPT AS HEREON SHOWN. UNDERGROUND UTILITIES WITH NO ABOVEGROUND APPURTENANCES, AND DOCUMENTS OF RECORD NOT SUPPLIED TO THE SURVEYOR ARE EXCEPTED. THIS SURVEY IS VOID UNLESS WET STAMPED WITH THE SEAL OF THE SURVEYOR BELOW. DATED: % : - -C?;3 0tv. ,e7'I,4 *me,. 4�- Opp �i E 1 LA t-rell ®I� ,1 l _ IMPROVEMENT SURVEY OF LOT 0. BLOCK 111. CITY AND TOWNSITE OF ASPEN, PITKIN COUNTY. COLORADO. AREA 3.000 S0. FT. +/ PREPARED BY ASPEN SURVEY ENGINEERS. INC. 210 SOUTH GALENA STREET ASPEN. COLORADO 81611 PHONE/FAX (970) 925-3816 DATE JOB NOV 6. 2003 17081 Mill ISSUE FOR `'`�: 2/15/10 COPYRIGHT All designs ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. Written dimensions shall take precedence over scaled dimensions and shall be verified at the job site.Any dimensional discrepancy shall be brought to the attention of the Architect prior to commencement of the work. PROJ ECT DATA PROJECT NO: 2010.01 DRAWN BY: CHECKED BY: #Custom I ISSUE DATE: 2/15/10 SHEET TITLE ►'29 �. SHEET NO. 7N E U (� V 00 H U ,,0 U IS ® rmn 4S= res U 0 M c0 U L Ln � LnO yy LT 0% �O Co Q M @14 u a Ln Ln 0 x!ZO CD ® r� u !Z GENERAL Mill ISSUE FOR `'`�: 2/15/10 COPYRIGHT All designs ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written permission. Written dimensions shall take precedence over scaled dimensions and shall be verified at the job site.Any dimensional discrepancy shall be brought to the attention of the Architect prior to commencement of the work. PROJ ECT DATA PROJECT NO: 2010.01 DRAWN BY: CHECKED BY: #Custom I ISSUE DATE: 2/15/10 SHEET TITLE ►'29 �. SHEET NO. r 44 0 y ! UP x Z31 7- 10, - ( inop) INC— 4 COPYRIGHT All designs ideas arrangements d these drawings P.Cf by and =.,=icated property copyright of theArchitect and shall n used on any other work nor be used by any other person for any use whatsoever without written permission. Written dimensions shall take precedence over scaled dimensions and shall be'rve ed a he job site.Any dimensional discrepancy shall tt be brought t to t�tttntion of the Architect prior to commencement of the work. PROJECT DATA PROJECT NO: 2009.01 DRAWN BY. NT CHECKED BY. #CustorTF ISSUE DATE: 11/30/09 4-J %00 ;-0 U O t U:Lj 4J 4S = to cd no Lu. < 0 U CA ca) Z 4J 4.j 0 U 0 V F Ln 0 oCLn 9 D QQ V" rq 0 M co o Ln "D Ln F - x 0 0 U all GENERAL 0 MV U 06 4mJ LM 0 QL > U 0 -0 txo 0 00 U 0 U co w C CL 00 C-.4 Ln < ISSUED`'FOR 11/30/09 COPYRIGHT All designs ideas arrangements d these drawings P.Cf by and =.,=icated property copyright of theArchitect and shall n used on any other work nor be used by any other person for any use whatsoever without written permission. Written dimensions shall take precedence over scaled dimensions and shall be'rve ed a he job site.Any dimensional discrepancy shall tt be brought t to t�tttntion of the Architect prior to commencement of the work. PROJECT DATA PROJECT NO: 2009.01 DRAWN BY. NT CHECKED BY. #CustorTF ISSUE DATE: 11/30/09 SHEETTITLE Blank SHEETNO. - - - - - - - - - - - - - - Am 10 1� k, T =011 U LTI/4" L - j, ?4 it z 11- ` tk I.P 44 E 0 ;0- 0 u W 4S= U CQ 4-1 0 6n < @ 0 U z (0) in Ln C14 a,. 0 00 C4 0 M. E C-4 Ln rn Ln Co C) 0 r-, U 0 all GENERAL 0 U 05 4-J CL > 0 U =10 aL ed 01- 00 U —() 4-J U 4J (A M LU CL r-4 Cq 00 < ISSUEDFOR .................... -------------------- 11/30/09. COPYRIGHT All Os *,,ns ieasarrangemen= plans indicated bythese drawings and specifications nsar. the proPe and copyright of the Architect and shall neither e used on any other work nor be used by any other person for any use whatsoever without written permission. Written dimensions shall take precedence over scaled dimensions and shall be verified at the job sit%Anattention y dimensional discrepancy shall be brought to t� tF e '. of the Architect prior to commencement of the work. PROJECT DATA Rf PROJECT NO: 2009.01 DRAWN BY. NT CHECKED BY. #Custom I ISSUE DATE: 11/30/09 SHEET NO. g, ,g� g 'M SHEET TITLE Blank SHEET NO. g, ,g� g 'M #�plsr CDop�� NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON,ANY DEFECT ON THIS PLAT WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS PLAT BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. THE CERTIFICATION IS VOID IF NOT WET STAMPED WITH THE SEAL OF THE SURVEYOR. RECEIVED JAN 282010 CITY commuNITOY &VgWNT IEGEND AND MOTES FOUND SURVEY MONUMENT AS DESCRIBED SET SURVEY MONUMENT NO. 4 REBAR WITH RED CAP '16129" OR WITNESS CORNER YEL CAP '16129 WC - BAS I S C'BASIS OF BEARINGS: FOUND CITY MONUMENTS FOR THE SOUTH BOUNDARY OF BLOCK 35. E.A.T. N 75'09.II"W. 0 UTILITY BOX — --i ---- WOOD FENCE WW WINDOW WELL ADDRESS '0824` PITKIN COUNTY TITLE. INC. TITLE COMM ITMEENT, NO. PCT 14556 DATED AUG. 17. 1999 WAS USED IN THE PREPARATION OF THIS SURVEY CERTIFICATION THE UNDERSIGNED STATES THAT THE PROPERTY DESCRIBED HEREON WAS FIELD SURVEYED DURING JULY 92. SEPT 9 & OCT 03 AND IS ACCURATE BASED ON THE FIELD EVIDENCE AS SHOWN. AND -THAT THERE ARE NO DISCREPANCIES OF RECORD. BOUNDARY LINE CONFLICTS, ENCROACHMENTS. EASEMENTS OR RIGHTS OF WAY IN FIELD EVIDENCE OR KNOWN TO ME. EXCEPT AS HEREON SHOWN. UNDERGROUND UTILITIES WITH NO ABOVEGROUND APPURTENANCES, AND DOCUMENTS OF RECORD NOT SUPPLIED TO THE SURVEYOR ARE EXCEPTED. THIS SURVEY IS VOID UNLESS WET STAMPED WITH THE SEAL OF THE SURVEYOR BELOW, DATED: D W. McBR DE RLS 161.9 MPROVE DN'T SURVEY OF LOT 0. BLOCK III, CITY AND TOWNS 1TE OF ASPEN, PITKIN COUNTY, COLORADO. AREA 3.000 SO. FT. +J - PREPARED BY ASPEN SURVEY ENGINEERS, INC. 210 SOUTH GALENA STREET ASPEN. COLORADO 81611 PHONE/FAX (970) 925-3816 DATE JOB NOV 6. 2003 17081 SCALE i --lo• 0 5 10 1s -44.4 .ml, _ e�� Q ZY�S7, COD p ,eA) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT ON THIS PLAT WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS PLAT BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. THE CERTIFICATION IS VOID IF NOT WET STAMPED WITH THE SEAL OF THE SURVEYOR. 11 LEGEND AND NOTES 0 FOUND SURVEY MONUMENT AS DESCRIBED 0 SET SURVEY MONUMENT NO. 4 REBAR WITH RED CAP -16129- OR WITNESS CORNER YEL CAP -16129 WC - BASIS OF BEARINGS: FOUND CITY MONUMENTS FOR THE SOUTH BOUNDARY OF BLOCK 35. E.A.T. N 75°09'11'W. © UTILITY BOX - —sem WOOD FENCE WW WINDOW WELL ADDRESS "0824- PITKIN COUNTY TITLE. INC. TITLE COMMITMEENT NO. PCT 14566 DATED AUG. 17. 1999 WAS USED IN THE PREPARATION OF.THIS SURVEY CERTIFICATION THE UNDERSIGNED STATES THAT THE PROPERTY DESCRIBED HEREON WAS FIELD SURVEYED DURING .JULY 92, SEPT 9 & OCT 03 AND IS ACCURATE BASED ON THE FIELD EVIDENCE AS SHOWN. AND THAT THERE ARE NO DISCREPANCIES OF RECORD. BOUNDARY LINE CONFLICTS. ENCROACHMENTS, EASEMENTS OR RIGHTS .OF WAY IN FIELD EVIDENCE OR KNOWN TO ME. EXCEPT AS HEREON SHOWN. UNDERGROUND UTILITIES WITH NO ABOVEGROUND SURVEYORAARESEXCEPTED. THIISSSURVEYCISDVONOT ID UNLESSSUPPLIED WETTO, STAMPED WITH THE SEAL OF THE SURVEYOR BELOW. DATED:,,../ D W. McBR DE RLS 161 9 z IMPROVEMENT SURVEY OF LOT 0, BLOCK III. CITY AND TOWNSITE OF ASPEN. PITKIN COUNTY, COLORADO. AREA 3.000 S0. FT. �/- PREPARED BY ASPEN SURVEY ENGINEERS. INC. 210 SOUTH GALENA STREET ASPEN. COLORADO 81611 PHONE/FAX (970) 925-3816 DATE JOB NOV 6. 2003 17081 —4 -4 Y4i�lt -#147 �v�l, p.�rl�t�, U WEN I .j % UL 0" U 4-J U ca < (0 cc: z 0 P- �v 12 >10) LfLr . R C 0 � 1�CPn 0 C 0 CQf- N 0, M C E cc) Lr Lr C C, 0 U 01 0 r— - CL L4 GENERAL law& U cis 0 c1d > U 0 W T9 0 00 U —0 U Uj OL C*4 co ISSUED FOR 11/30/09 COPYRIGHT All designs ds,arrangemenand plans indicated by thesed,L:in.and specifications are property and copyright theArchitect and shall nether e used on any her work nor be used by any other person for any use whatsoever without written permission. Written dimensions shall take precedence over scaled dimensions and shall be verified at the job sit,&y �dlmensional discrepancy shall be brought to , attention of the Architect prior to commencement of the work. PROJECT DATA PROJECT NO: 2009.01 DRAWN BY. NT CHECKED BY. #Custom I ISSUE DATE: 11/30/09 SHEETTITLE Blank SHEET NO. Am 10 1