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HomeMy WebLinkAboutFile Documents.1300 Riverside Dr.0309.2017 (42).ARBK IMPROVEMENT SURVEY PLAT & TOPOGRAPHIC SURVEY a a 6D 9 , LOT 6, BLOCK 1, RIVERSIDE SUBDIVISION o — ,,,� i �_� e -- '— I1 I51S4, ACCORDING TO THE RECORDED MARCH 22, 1955 IN PLAT BOOK 2A AT PAGE 179 �2 ° D( £�. °T I '� #5 REBAR&CAP X • K C.O.A. I L.S.#38215 I GPS#IS AP = • •I .� t -- EL-7999.5R' CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO �� f q 1 w G LOT 7 11.90. x—x \ Gr'� •g a eve^ v I., /' ASP•(•�,. N w` sr I , REBAR9 CAP NR1"0502'E —� -i f aI Po - _ \ L S#38215 8000 f I 1q g T28 T29 T32 T3s I 'T 0 NsS ® _-.�I: `I�,dT ...5 Q r. 2fi3^sv3 C.O.A. -Ab s st" `� : Kl rq� f�, 0 y1I1 • — — ' ` I 06[pq 2 GPS#19 0 © °f 'f�_ y a✓e`- --- T20 T27 — — ix 0 '" r J _ I• _fop o f . P000�` — N T30 T3l T33 \----_--.5'! ,'' .\,1 \ I par f:® 1 1- k B IN ETBACK T19 I T25 a Q �( a n T23 T26 T34 [ A d R / /� 'Gulch !�/�Lve �APF too,. co Grode T2 T24 -%I I ° p. I \ �F/`l�) p 'Al 4. T22,�v -T4 TII T17 TIR +1 „„0„.------ E \''''' �- 7.3 \ �:91h \` use ee y LJsJ J TIS T2I 30.00' d // \ -\.�, T12\Ti, - o ° 4 — TREED TREE TYPE TRUNK DIA DRIP LINE BASE ELEV TREE# TREE TYPE TRUNK DIA DRIP LINE BASE ELEV =/�/� ° r CC, �V� a Ti PINE 6" 8' 8004.0' T21 ASPEN 10" 10' 8000.8' LOTS - Ts I< z ° T2 BLUESPRUCE 2" 5' 8002.8' T22 ASPEN 10" 10' 8000.8' It ' ASpPn I F.F. d T3 ASPEN 5" 6' 8001.9' T23 ASPEN 6" 8' 8000.8' i Keno Mtn x1111° T105_ ... 6,,b h w� 8L=8002.4' I it a t; Pn.�aq 1 )011 I` r dyT4ASPEN6" 8' 8001.2' T24 ASPEN 6" 8' 8000.8' ICo pedF.F. ! 3 T5 BLUESPRUCE 16" 12' 8001.4' T25 ASPEN _ 6" 8' 8000.8' � _ Gu[ch EL-8001.0' a.4T6� RIDGE d T6ASPEN " 8' 8001.9' T26 ASPEN8" 10' 8000.8'1 11�)1 $1 EL=8015.1' K / T7 PINE 14" 12' 8002,T T27 ASPEN 6" 10' 8000.8'VGASLME T8ASPEN6" 10' 8004.1' T28 BLUESPRUCE8" 8' 8000.4' VICINITY MAP EL=sao2r TER Iac sE T9 ASPEN5" 6' 8004.2' T29ASPEN10" 12' 8000.4' SCALE:I"=2000' 2\ l� rill .,,� ° I cti T10 ASPEN 5" 6' 8004.1' T30 ASPEN 8" 10' 8000.7'W5 ` T11 ASPEN 6" 8' 8001.0' T31 ASPEN 5" 10' 8000.7' z rY,S T12 ASPEN 6" 8' 8000.9 T32ASPEN10' 7999.9' a WAT'-R T13 ASPEN 10" 10' 8000.9' T33 ASPEN 8" 12' 8000.4' PROPERTY DESCRIPTION F.P. d SERVICE ELECTRIC ,y EL,fl �__ T C LINE `" 1 T14 ASPEN 5" 10' 8000.9' T34 ASPEN 10" 12' 8000.6' LOT 6,BLOCK 1,RIVERSIDE SUBDIVISION,ACCORDING TO THE RECORDED MARCH 22,1955 IN ,9). R, PLAT BOOK 2A AT PAGE 179,CITY OF ASPEN,COUNTY OF PITKIN,STATE OF COLORADO. �� x T15 ASPEN 8" 10' 8000.8' T35 BLUESPRUCE 12" 12' 7999.5' ll. LOT ry T16 ASPEN 5" 10' 8000.8' T36 BLUESPRUCE 16" 15' 7999.6' BLOCK I W q nI E T17 ASPEN 8" 10' 8000.9' T44 PINE 14" 12' 8001.8' 10,754 S.F t 9T8 MULTI LEVEL WOOD 20 `9 $�� n £� r,1T18 ASPEN 8" 10' 8000.8' T45 ASPEN 6" 10' 8001.2' &STUCCO FRAME HOUSEOp' ,I , LIGHT T19 ASPEN 5" 10' 8000.8' T46 BLUESPRUCE 8" 10' 8002.0' \ 130o RIVERSIDE DRIVE POLE T20 BLUE SPRUCE 10" 12' 8000.8' T51 PINE 6" 8' 8001.8' T�� #5 REBAR&CAP I,. r 11101.4p1 �, L.S.#38215 V(ft\ T9 CHIMNEY F.F. ' I y o�p N 70°07'54"W J'\tV ,q EL=8026.1'T EL=8002.6' I ro'kt*1 2.51' �' I I 1 C b #5 REBAR&CAP / 039' L.S.#38215 y? RIDGE AIM �• I ° £ y EL-8004.46' p39 p�C`F EL=8024.2' eri TIO VOg4' I44 SOD S`SD I I y NOIL:S: y cQ q I I 1)THIS PROPERTY IS SUBJECT TO RESERVATIONS,RESTRICTIONS,COVENANTS,BUILDING P= Y E SETBACKS AND EASEMENTS OF RECORD,OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN I �� ' I I THE TITLE COMMITMENT PREPARED BY F RST AMER CAN TITLE INSURANCE COMPANY AND ATTORNEY'S TITLE INSURANCE AGENCY OP ASPEN,LLC.,COMMITMENT NO.16003589,DATED r N EFFECTIVE JUNE 16,2017. \�\3 r II Iv02)THE DATE OP THIS SURVEY WAS JULY 05,2017. �\ II 330 303)BASISFBEARINGSFORTHISSURVEYISABEARINOOFSOO°I5'5S"EBETWEENTHEEASTERLY 1� it S ANGLE POINTMTHE WESTERLY BOUNDARY LINE OP LOT 6,BLOCK 1,A#5 REBAR&CAP L.B. b C I a.^N [" .; SCAT' I Y v e 38215 FOUND IN PLACE AND THE SOUTHWESTERLY CORNER OF LOT 6,BLOCK 1,A#5 REBAR& CI I 0 r.9,QY o `�I Y I CAP L.B.#38215 FOUND IN PLACE. 11 n , r \\`' i Cy, 300 %� g� 60 4)UNRS OF MEASURE FOA ALL DIMENSIONS SHOWN HEREON IS U.S.SURVEY FEET. r 'I X ^6,)1 £ '� , 5 5)TH73SURVEY ISBASEDON THERIVERSIDE SUBDIVISIONPLATRBCORDEDMARCH22,1955 MN1VI 1 PLAT BOOK 2A AT PAGE 179,THE BOUNDARY LINE AGREEMENT RECORDED IUNE 05,1998 AS X 5 n I y \ / '� RECEPTION NO.417480 AND THE ALTAJNSPS LAND TITLE SURVEY RECORDED NOVEMBER 10, LOT 10 j ,,f C0 2016 AS RECEPTION NO.633800 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND 1 " d� '^ �I 270 90 E+ CORNERSFOUNDMPLACE.4N� I 6 ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN COLORADO A S �3,6 £ / \ RTVRN GPS NETWORK(1988 ORTHO DATUM)YIELDING AN ON-SITE ELEVATION OF 8000.59'ON _ c 1 I gTN+ — — THE SOUTHEASTERLY CORNER OF LOT 6,BLOCK 1 AS SHOWN.CONTOUR INTERVAL EQUALS 1 FOOT. z b M7Y. VOr — °n 1 T45 240 120 o BUILDIN _ F 8002 T51 S KO '1-;-0' 82A 210 150 46 -5.,,,,, \E. ISO 1 �\____— _ S BPo7 i \ oe. _ nE £ N GRAPHIC SCALE TELEPHONE pE °E t)9 / y LINE �gLECT of&C=oe Ap I \ p IMPROVEMENT SURVEY STATEMENT OVEN 29,26' #S REBARL.S.#2376 3`��Fj I HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY PEAK SURVEYING,INC. ( IN FEET) — � TBM EL=8000.59' / 404,/ 1 inch= 10 ft. FOR THE NANCY DEDMAN TRUST#1. pE—pE S R0 ">i'w / I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, JULY 05,2017,EXCEPT UTILITY CONNECTIONS,ARE ENTIRELY WITHIN THE BOUNDARIES OF THE ___of—oe / ASLINE PARCEL,EXCEPT AS SHOWN,THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED W' PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES,EXCEPT AS INDICATED,AND THAT I�0 w— Reviewed by Engineering THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL,EXCEPT AS NOTED.I FURTHER STATE THAT I HAVE EXAMINED THE TITLE #5 REBAR&CAP 07/03/2018 3:46:48 PM COMMITMENT PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY AND ATTORNEY'S L.S.#38215 0 TITLE INSURANCE AGENCY OF ASPEN,LLC.,COMMITMENT NO.16003589,DATED EFFECTIVE EL=7999.82' �_— '^ "It should be known that this review shall not JUNE 16,2017AND FIND ALL EXCEPTIONS TO TITLE THAT AFFECT THE SUBJECT PROPERTY ARE s� F relieve the applicant of their responsibility to SHOWN HEREON TO THE BEST OF MY KNOWLEDGE AND BELIEF.ERROR OP CLOSURE FOR THIS /, $� EDR E comply with the requirements of the City of SURVEY IS LESS THAN 1:15000. �" RIVER9IDo W O Aspen.The review and approval by the City is �.♦♦� 40'R" offered only to assist the applicant's ',/ /--o ASPHALT _ requirements."tg of t e issuance applicableof a per mit ebrined BY:���','s'-'r,,, on construction documents and other data shall SON I8.O IL ,0.37.Z. not prevent the City of Aspen from requiring the ;- 3793 ,„; correction of errors in the construction o4i3ona �w p� _ -- documents and other data. _ _:../oNgl L kIv sI,04 _ SLOPE TABLE v......,,,, NUMBER MIN.SLOPE MAX.SLOPE COLOR AREA IP 2 Drawn By: — I o.om 10.000% 8675.00 ` e�C�a I NO. Date Revision By NANCY DEDMAN TRUST#1 Project NO. 1 09/11/17 UPDATE SLOPES TO BOUNDARY JRN 2 lo.aao^i zo.00ai 1657.00 CheckedBy: CITY OF ASPEN,COLORADO 17040 P.O.Box 1746 JRN 2 12/01/17 UPDATE TREE LOCATIONS JRN 3 20.000i o.aaoi 304.50 Rifle,Cost6so 3 04/30/18 UPDATE SURVEY JRN IMPROVEMENT&TOPO SURVEY 4 30.000% 3000.000% . 117.50 Phone(970)625-1954 Dale: - Fax(970)579-7150 JULY 17,2017 LOT 6,BLOCK 1,RIVERSIDE SUB. NOIICE:ACCORDING TO COLORADO LAW,VOUNTUST COMMENCE ANY LEGAL ACrION www.pealcsurveyinginc.com BASED UPON ANY DEFECT IN MIS SURVEY WM.THREE YEARS AFTER YOU FIRST Computer File: 1300 RIVERSIDE DRIVE THIS SURVEY BE CONMENCED MORE ann Ann„snnwNa N. ,ANY ACTION BASED UPON ANY DEFECT IN aDISCOVER SUCH DEFECT IN NO EVENT TEN YEARS FROM aEnA EnFTHEs Since 200/ ,, 040.DWo 1 OF 1 R r,,EivED /04/2018 ASPEN BUILDING DEPARTMENT