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Home My WebLink AboutExhibit E Application Architecture.423 N Second St (3)EXP: 10/31/2021 X X X X X X X X X X X X X X X X X X X X X #5 REBAR & CAP FOUND L.S. #24303 #5 REBAR & CAP FOUND 0.5' BELOW GROUND L.S. #ILLEGIBLE T.B.M. 7883.65' T5 T6 T21 T22 T20 T23 T19 T18 T17 T14 T12 T24 T1 T3 T7 T8 T9 T10 T15 T2 T4 T13 T16 S 75°0 9 ' 1 1 " E 1 2 0 . 0 0 ' N 1 4 ° 5 0 ' 4 9 " E 1 0 0 . 0 0 ' S 1 4 ° 5 0 ' 4 9 " W 1 0 0 . 0 0 ' N 75° 0 9 ' 1 1 " W 1 2 0 . 0 0 ' LOT F, BLOCK 41 LOT G, BLOCK 41 LOT H, BLOCK 41 LOT I, BLOCK 41 5. 0 ' 22.4' F.F. 7884.69' 12.6' 16.6' 4.1' 16.0' 14.1' 1.8' 7.8' 7.2' 15.5' 0.4' 1.8' 8. 7 ' 8. 0 ' 30 . 8 ' 24 . 7 ' 0.8' 7. 9 ' F.F. 7887.33' 5. 4 ' 2. 5 ' STOP SIGN 3.7 ' 4 . 6 ' 10 . 2 ' 10 . 0 ' 24 . 9 ' DYH DYH E NO R T H S E C O N D S T R E E T 75 . 6 2 ' R - O - W AS P H A L T ELEC. METER #5 REBAR FOUND L.S.# 33645 BEARS N25°30'21"E 0.50' #5 REBAR FOUND L.S.# 33645 BEARS S42°19'51"W 1.03' STREET SIGN P F FLAG POLE F.F. 7887.34' FIRE HYDRANT LIGHT POLE STOP F.F. 7887.29' F.F. 7887.19' W RIDGE 7918.58' 24" DRYWELL RIM=7883.79' ALLE Y B L O C K 4 1 19.44' R - O - W GRA V E L SMU G G L E R S T R E E T 75.65' R - O - W ASPH A L T RIDGE 7918.46' LANDSCAPE LIGHTING TYP. IVB T11 IRRIGATION VALVE BOX ELEC. BOX GAS VALVE UNDER BENCH TRASH ENCLOSURE F.F. 7887.23' F.F. 7887.24' GAS STUB AT BBQ DRIVEWAY EVE 7895.91' EVE 7895.9' EVE 7896.04' EVE 7895.90' HOT TUB RIDGE 7915.62' F.F. 7887.38' F.F. 7887.44' WOO D D E C K WO O D D E C K WO O D D E C K BRICK SIDEWALK WOOD DECK WOOD DECK BRICK SIDEWALK SIDEWALK EVE 7896.01' T T.V. DISH R-6 B U I L D I N G S E T B A C K 10 ' 10 ' R-6 B U I L D I N G S E T B A C K 5' R- 6 B U I L D I N G S E T B A C K R- 6 B U I L D I N G S E T B A C K 5' MB MAIL BOX 7884.4' 7884.7' 7884.0 7885.3' 7886.5' 7885.4' 7885.2' 7884.9' 7884.1' 7884.1' 7884.1' 7884.5' 7884.9' 7884.2' LO T E , B L O C K 4 1 C.O.A. GPS MONUMENT #8 C.O.A. GPS MONUMENT #9 N84°08'42"W 1233.00' S6 3 ° 0 0 ' 4 1 " E 76 1 . 9 0 ' PLAN T E R EVE 7895.8' ELEC. TRANS. LOTS F-I, BLOCK 41 12,000 S.F.± MULTI LEVEL WOOD FRAME HOUSE 423 N. 2ND STREET 7884.7' W W W W W W W W W W W W W W W W W W W EX-U E EX-UE EX-UE EX-UE CHIMNEY 7918.5' PLANTER CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV C T V CTV CTV CTV CTV CTV CTV EX-U E EX-UE EX-UE E X - U E EX-UE EX-UE EX-UE EX- U E E X - U E EX- U E EX- U E EX-U E EX-UE EX-UE EX-UE EX-UE EX-UE G G G G G G G G G G G G G G G G EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX- U E F.F. 7887.34' T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 7884 78 8 5 78 8 5 78 8 6 78 8 6 78 8 5 CT V CTV CTV CT V CT V CATV PED (TYP.) TELE. PED (TYP.) ELEC. TRANS. CATV PEDESTAL WATER LINE TYP. UNDERGROUND ELECTRIC TYP. EX-U E UNDERGROUND TELEPHONE TYP. UNDERGROUND GAS TYP. UNDERGROUND CABLE TYP. CATV PEDESTAL AREA SUBJECT TO ENCROACHMENT LICENSE PER BK 727 PG 870 REVOCABLE ENCROACHMENT LICENSE PER REC. NO. 521588 ADJOINER PATIO STEPS 0' 35.8' 27 ' 32.6' NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON 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 THE CERTIFICATION SHOWN HEREON. ByNO.Date Project NO.RevisionDrawn By: Checked By: Date: Computer File: P.O. Box 1746 Rifle, CO 81650 Phone (970) 625-1954 Fax (970) 579-7150 www.peaksurveyinginc.com S NW E P e a k Su r v ey i ng, Inc. Sinc e 2 0 0 7 19092 1 OF 1 SMUGGLER FB3, LLC. CITY OF ASPEN, COLORADO IMPROVEMENT & TOPO SURVEY LOTS F-I, BLOCK 41, CITY OF ASPEN 423 N. 2ND STREET JG JRN JANUARY 09, 2020 092.DWG 1 01/10/20 UPDATE TREE CHART JRN IMPROVEMENT SURVEY PLAT & TOPOGRAPHIC SURVEY LOTS F-I, BLOCK 41, ORIGINAL TOWNSITE OF ASPEN ACCORDING TO THE LOT LINE ADJUSTMENT PLAT RECORDED MARCH 08, 2006 IN PLAT BOOK 77 AT PAGE 96 CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO PROPERTY DESCRIPTION LOTS F-I, BLOCK 41, ORIGINAL TOWNSITE OF ASPEN ACCORDING TO THE LOT LINE ADJUSTMENT PLAT RECORDED MARCH 08, 2006 IN PLAT BOOK 77 AT PAGE 96, CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. NOTES: 1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY LAND TITLE GUARANTEE COMPANY, ORDER NO. Q62010659-3, DATED EFFECTIVE AUGUST 16, 2019. 2) THE DATE OF THIS SURVEY WAS DECEMBER 18 & 23, 2019. 3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S14°50'49"W BETWEEN THE NORTHEASTERLY CORNER OF LOT I, BLOCK 41, A #5 REBAR & CAP L.S. #ILLEGIBLE FOUND IN PLACE AND THE SOUTHEASTERLY CORNER OF LOT I, BLOCK 41, A #5 REBAR & CAP L.S. #24303 FOUND IN PLACE. 4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET. 5) THIS SURVEY IS BASED ON THE LOT LINE ADJUSTMENT PLAT RECORDED MARCH 08, 2006 IN PLAT BOOK 77 AT PAGE 96 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE. 6) ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN COLORADO RTVRN GPS NETWORK (1988 ORTHO DATUM) YIELDING AN ON-SITE ELEVATION OF 7883.65' ON A TBM AS SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT. 7) THERE WAS APPROXIMATELY 12" OF SNOW AND ICE ON THE GROUND AT THE TIME OF SURVEY. 8) ERROR ON CLOSURE FOR THIS SURVEY IS LESS THAN 1:15,000. N E S W 0 30 60 90 120 150 180 210 240 270 300 330 P e ak S u r v e y i n g , I n c . 010 10 20 405 SUBJECT PROPERTY VICINITY MAP SCALE: 1" = 2000' IMPROVEMENT SURVEY STATEMENT I, JASON R. NEIL, HEREBY CERTIFY TO SMUGGLER FB3, LLC, THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO; THAT THIS IMPROVEMENT SURVEY PLAT IS TRUE, CORRECT AND COMPLETE BASED ON MY KNOWLEDGE, INFORMATION AND BELIEF AS LAID OUT AND SHOWN HEREON; THAT THIS IMPROVEMENT SURVEY PLAT IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED, THAT THIS IMPROVEMENT SURVEY PLAT WAS MADE BY ME FROM AN ACCURATE SURVEY OF THE REAL PROPERTY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION ON DECEMBER 18 & 23, 2019 AND JANUARY 02, 2020; THAT, IN THE PREPARATION OF THIS IMPROVEMENT SURVEY PLAT, I RELIED UPON LAND TITLE GUARANTEE COMPANY, ORDER NO. Q62010659-3, DATED EFFECTIVE AUGUST 16, 2019; THAT THE LOCATION AND DIMENSIONS OF ALL BUILDINGS, IMPROVEMENTS, EASEMENTS, RIGHTS OF WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE REAL PROPERTY AND MATTERS REFERENCED IN SAID TITLE COMMITMENT CAPABLE OF BEING SHOWN ARE ACCURATELY SHOWN, AND THAT THIS PLAT IS IN ACCORDANCE OF AN IMPROVEMENT SURVEY PLAT AS SET FORTH IN C.R.S. §38-51-102(9). DATED: JANUARY 10, 2020 BY:___________________________________ JASON R. NEIL, P.L.S. NO. 37935 FOR AND ON BEHALF OF PEAK SURVEYING, INC. COL O R A D O L I CE N S E D P R O F E SSIONAL L A N D S U RVEYOR JAS O N R . 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