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HomeMy WebLinkAboutFile Documents.183 Red Mountain Rd.0038.2018 (12).ARBK NOTICE:ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL SLOPE ANALYSIS _ 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 DATE COF IN THIS SURVEYCERTIFICATION SHOWN HEREONMORETHAry TEN 183 RED MOUNTAIN ROAD - b.... -- YEARSFROMTHEDATEOFCERTIFICATIONSHOWNHEREON. - - •°. • y 183 RED MOUNTAINRD PROPERTY DESCRIPTION-(Original Description) A PARCEL OF LAND BEING SITUATED IN SW% NW% OF SECTION 7, __ - • - P.M.6th , RANGE 84 WEST OF THE TOWNSHIP 10 SOUTH ,� A tract of land situated in the SW'/.NWY.of Section 7,Township 10 South, { Range 84 West of the Sixth Principal Meridian,more fully described as .... ` g follows: CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. ) • ' , Beginning at a point on the Easterly right-of-way line of the Denver and Rio ti 1. Grande Western Railroad(Aspen Branch)whence the West Quarter Corner SHEET l OF 1 - � ' r of said Section 7 bears West 602.4 feet;thence East 214.6 feet to the LOT 1-WILLOUGHBY PONDS ESTATES 'z' ' - cure to the right,the chord of which bears N 12°56'E,215.5 feet to the WILLOUGHBY PONDS TRUST }'� - • ._ alongright-of-way, OT 2-WILLOUGHBY PONDS ESTATE: 180 N WALKER DR#001 center theof Hunter Creek;thence Southerlyalongthe center of Hunter Creek I WILLOUGHBY PONDS TRUST ___------ / ,r ` A 9 Westeryright-of-way line of RedMountain Road;t enceaongt earco a feet arc ofa curve,the chord of which bears then68°02 eS0B 296.19 CHICAGO,IL 606.- / f \ • Rp feet to the Easterlyline of said railroad thence S 08°57'E,90.6 V 180 N WACKER DR#001 -- feet along the Easterly line of said railroad right-of-way to the point of I CHICAGO,IL 60606 / \ o / ° beginning. C - • TOGETHER WITH a parcel of land situated in the SWY.of the NWY.of Section 'I ZONE AE(100 "FLOODS / oIW \ \ \ \ \ \ \\ •LL ` 7,Township 10 South,Range 84 West of the Sixth Principal Meridian,more �,I / ` ^lo / �\\ \ \ \ \ \ \ \ V fully described as follows: / / v, • 1� C /f�1 Beginning at a point on the Westerly line of Red Mountain Road whence the / / t Creek ^,20y6' h`o5 L4 \j-\ \ \ \ N� 't V I E A / J•West Quarter Corner of Section 7,Township 10 South,Range 84 West of the / / ` °)N^^p\tkib C°Y `. '6"E H \V/ - ♦ v Sixth Principal Meridian bears S 80'2618"W,829.66 feet;thence 17.0 feet , ' ��C E K SAND BAR(ISLAND its bV / • v ♦' . Ic / L nt@rL cited Y1 A,4,,,,.. N \ - alongthearcofacurvetotheright,hamngaradius of 218.33 feet,the Ce ,prdP ote N° / sr+ y,. chord bears N 23'12'01"E 17.00 feet;thence S 64'34'07"E 13.00 feet; / / ER �F\B'M ygzD`;Se L6 3 5^ _ a thence 15.99 feet along the arc of curve to the left having a radius of 205.33 I N1 •�Ae S N eoi sN° I „F' / - _ _ feet,the chord of which bears N 69°01'53"W15.99 feet;thence 69°01'53" a caul(°e / r N 13.00 feet to thepoint of beginning.Saidparcel contains 214.47 s Northerly Boundary Line of Parcel d quote Centerline of Hunter Creek(See Note N .5&]) L o Ve 1'^e •71/4 - feet,moreorless. I \ \ �N / • LS )re \0 erfolg^Water ` /a / � s EXCEPT that portion of the above described property as conveyed to The L9 \ /• Ede°f o$081 / 0 Y Parcel Deeded tof�dberg from Pitkin County \ /� -ntl \` N J Bk729,Page119 j VICINITY MAP Board of County Commissioners of Pitkin County in Deed recorded I I L1 ZONE AE(PLD06WAY) ` ISQ° (Parcel Doe Nf t athematically Close) APPROX.SCALE 1 =600' • December 31,1987 in Book 554 at Page 159.But excluding from this "` L13 \C terlme of H t creek / / - s/ NOTES EXCEPTION the portion thereof reconveyed to the Friedbergs by Quitclaim s\ (Per FIRM M pprepared by Pit k county-2016) / ,( Deed recorded November 2,1993 in Book 729 at Page 114. I •° e ` / 8°' N (S Note N 7) _ �� l I o` b _ __�,eLf(/I (2 / / 1) Dates of Survey:December 23,2014-January 8,May 13,June 3-4,2015,June 27,2016. ND°E-\ ROAD-RIGHTOF WAY /fie ZONE AE(100 Yc�' OOD) / °or / I RIO GR �, ,, /V�aec\see 5 , *µ°\\ 7 / �7. / 2) Date of Preparation:December 2014 January,2015,June 12,2015,July 22,2016. DENVER& 100.0'e '" O, db^° �a°�'ei&P\kC\i \ \`�• .�stablisheOon June 27,2016 by / 3) Basis of Bearing.Bearings are based on the 2009 Moran Engineering City of Aspen Control PROPERTY DESCRIPTION(Per this Survey) �� E ttk a� / Sopris Engineering and[he City of Aspen--- Map,yielding a Site bearing of 589'06'08"E from the WA Corner of Sec.7,T.10 S.,R.84 W.,6th �® \ \ °°Q�QeN°� \ \ / ring Dept(see Note No.9) \� P.M.,a found U.S.Dept.of Interior-BLM Brass Ca dated 1954 and a found Rebar and Ca A parcel of land situated in the SWbNWY.of Section 7,Township 10South,Range 1 • \ '°tet sY.,„'oe / / R Carport (3 �• / P P- P 1• 6 Ce eh bl e o - marked L.S.2376,as shown.Resulting in a a clockwise rotation angle of 0°53'52"from the 84 West of the 6th Principal Meridian,City of Aspen,County of Pitkin,State of 1 \ ,)i V1 \p ,ti tU m` 25.0'Setback c/ Colorado With all bearings contained herein being relative to the 2009 Martin I Yg�, \Qe 40°° .r60 Wate '2_ / ,eg u° Q °p o/ original deed bearing calls. Engineering City of Aspen Control Map,yielding aste bearing of N89°06'08"W I 00� • C fyV Bj -1rp� / + I 4 This survey does not constitute search Sopris Engineering,LLC SE to determine from the WY.Corner of said Section 7,a found U.S.Dept.of lnterorBLM Brass Cap °..1 �� - • E•e°0,ote N°' / I ono ran _ a o QI / ) Y y pri gn g, ( ) and a found Rebar with Ca marked L.S.2376.Said of land being Se' [one Patio g h ownership or easements of record.For all information regarding easements,rights of way p mar pane gmore P. ( O particularly described as follows: J�J J. �(c \ \ \ i• --- I I / m O/ and/or title of record,SE relied upon the documents shown in the Source Documents below _ 'Setback Lrne / w°0 C. Ir? /IS'j Beginning at a found rebar with cap marked L 5 2376 and being a point on the )_� / / __ � 2 - (From Top ofeank °'� 15.0' a' ' and a Proforma Title Report prepared by Pitkin County Title,Inc.,Case No.PCT24799W, Easterly right-of-way line of the Denver&Rio Grande Western Railroad(Aspen I O \ \ \ \ i _ _ 3'B / N - i Effective Date July 15,2016. Branch)and also being on the southerly line of a parcel described in Book 384 at WY Section 7 F \ \ f Bank' I5.0' / use„, Le.o so \ I 'C l I' o I Line Table Page 494 of the Pitkin County Colorado records;whence the West One Quarter I Fnd U.S.Dept,.of Interior-BC i \ / Toy° Two Story '- moo° /� 1 5)The description for the subject property as referenced in Book 384 at Page 494 does not (WY.)Corner of said Section 7,a found U.S.Dept of Interior-BLM Brass Ca dated Brass Cap-1954 _ - ` ` , I 1 / Cone Block Cons[.n moory paw_ I a -• Line B Direction Length 1954 bears N89°06'08"W a distance of 601.22 feet;thence alongthe southerly line __T- �32.00'wrcness[on ZONE AE t y g:p. cone.alo<k Con:c. Elevator-(Dumb Waiter) j1e Steps N 3 mathematically close by approximately 10 feet.In addition,the deed and description as y J,_. Fnd.#S Rebar ''� r 80' Stone Walk(Typ.J pF i P LI 579°52'27"E 8.00 stated,is deficient of curve information to adequately describe and place the northerly extent of said parcel described in Book 384 at Page 494 and also being common to the _ '� I (� of of the arcel.The deed references[he norther) extent of the arcel to be the centerline of I _ (On Easterly (100 YEAR FLOOD) / / ` 0 r P y P parcel described as Tract 1 as recorded n Reception No.501239 of the Pitkin VI _I , 1�1�� r 9 J W A /° = L2 N63°40'15"W 13.00 Hunter Creek.The centerline of Hunter Creek has been defined for this survey utilizing the County records 589'0608"E,a distance of 200.17 feet to a point on the westerly �. VI kLne_- 25.s' Set Rebar w/Ca L.525950(Typ.f `] ery Y g right-of-my line of Red Mountain Road as described n document recorded in Book \ " _ 15 Set7oP of Ban 233, (To Be SetAke�C sr rronl =a o L3 N68"08'01"W 13.00 center of the floodway as shown in the Proposed Mapping Changes produced by the Pitkin 554 at Page 160;thence along said wester) right-of-way line the following six 6 / \ \ \ -(f�°m per Level Spiral start I Q / I I County-2016 Stormwater Management.The easterly boundary of the property is defined by g 8 Y dg Y 8 O / ` f° 1.3 x13'Stone pock 1.rp P La 582°08'47"w 3.96 the portion of land deeded to Pitkin Count as referenced in Book 554 at Pa 160.An nurses: \ io �1 Column i u 36' 7.7'x 7.7' I Ll/ b Po Y Page c g g g \ (yp.) Wood Shed i I 55 I additional portion of land was reacquired by Friedberg from Pitkin County through a quitclaim 1)thence 94.15 feet along the arc of a curve to the right,having a radius of 213.33I \ \ �e ' I L5 567°53'25"W 24.53 feet,a central angle of 25°17'14",the chord bears NO2°31'07"W a distance of 93.39 \ \ \ \ \�, • \ 7 ' „;Two Story House /m Deed referenced in Book 729 at Page 114.This deed has typographical errors and incorrect feet; _ I I5.0' III��� 'rid Level Breezeways -Cone.Block Const L6 569°26'37"W 36.41 information that does not mathematically close,however the intent of this conveyance is _ I� Btwn.Structures I 2 !I noted in the Exhibit Mapy 2)thence 579°52'27"E,a distance of 8.00 feet \ \ \ \ \ \ - / I c 133• l4 L7 578°21'58"w 24.66 as referenced b the deed and is shown hereon. 3)thence 58.07 feet along the arc of a curve to the right,having a radius of 205.33 \ \ J I N �I (- feet;a central angle of 16°32'09",the chord bears N38°13'38"E,a distance of 57.87 Jr J J \__ N ) I c i w L8 575°10'23"W 24.98 6)It appears the intent of the southerly boundary of the subject property(Book 384 at Page feet to the Northeasterly Corner of a parcel of land described in Book 729 at Page \ \ �J -JET/ ¢ /y • 494)is to adjoin the northerly boundary of a parcel of land described as Tract l in Reception 114; I J'J; - I 183 RED MO UNTAI N ROAD I _ /� I;u L9 585°14'10"W 25.66 No.501239,as they make the same bearing call from the WY.Cornet However it is noted that 4)thence along said parcel of land described in Book 729 at Page 114 and common \ n ,z° L10 N88°51'17"W 35.52 the monuments set in the field have slight differences from the common line,as shown.For line,N63°40'15"W,a distance of 13.00 feet; .,J\ �I 34,768 Sq.Ft.(0.798 Acres±)=Total Parcel Area o° a this survey,the monument representing an older survey has been held,reflected by the 5)thence leaving said parcel of land described in Book 729 at Page 114 and _1 J '• _ - Iv, 111 582°52'29"W 17.18 monument marked as L.S.2376 at the Southwest corner of the property.This monument also continuing along said parcel described in Book 554 at Page 150,12.89 feet along I �t.,Sewer MN "''3 It 30,3055q.Ft.(0.696 Acres±)=Area of Parcel Outside of Creek Area �c fits the prescribed 50.0'distance from the existing centerline of the Rio Grande Trail as the arc of a curve to the right,having a radius of 218.33 feet,a central angle of y ,,,Rim Elev.=]838.89' ti�I �I Q I '@o L12 578°41'23"W 7.24 P 6 47P ° I "Inv.!Ent., 7826.4' q (Ong.Parcel-Book 384-Page 494) I,'' /o determined by utilizing the centerline of the existing bridge,as shown. 03°22'5]",the chord bears N28°01'14"E,a distance of 12.89 feet; - 1p `^'Y L13 571°33'53"W 15.72 '❑T Inv.Out=7826.3' I9Lti 6)thence N29'42'43"E,a distance of 41.22 feet to the center of Hunter Creek; Pitkin County Parcel No - thence along the centerline of Hunter Creek the following thirteen(13)courses: I (� (Pipe Type&Size Unknown)3I „`vl I I L1a 549°45'98"w 12.10 7)The flood information shown is derived from the proposed Pitkin County Risk Map \ _I I Z737-07Z-00-OZ6 / Floodplain changes.The information is derived from GIS information supplied to Sopris 1) 582°08'47"W,a distance of 3.96 feet;thence �I - I 2) S67°53'25"W,a distance°f 24.53 feet;thence °'" 115 553°28'15"W 23.87 Engineering,by the Pitkin County Stormwater Management.The changes have not been 3) S69°26'37"W,a distance of 36.41 feet;theme I I. �°~ I - I I / L16 552"07'29"W 18.28 formally adopted by FEMA at this time. 4) 578°21'98"W,a distance of 24.66 feet;thence 50.0' n I r iidir . 5) 575°10'23"W,a distance of 24.98 feet;thence - I y N 1 / / \ 8)The Edge of Water/High Water Line for Hunter Creek as shown,is based on survey field 6) 585°14'10"W,a distance of 25.66 feet;thence W,X Section , 10.00 vi�j cl°sure shots obtained on May 13,2015 and identify's the boundary dividing a river bed from a river Fn.U.S.Dept,.of Setback Line 10.0' 7) N88°51'17"W,a distance of 35.52 feet;thence °I �, Original Deed Does Not - / 1 Fnd.Reber w/Cap bank.This is defined as the line on the bank up to which the presence and action of water are 8) 582°52'29"W,a distance of 17.18 feet;thence Brass Cap-1954 it N •Mathematically close \ 9) S78°41'23"W,a distance°f 7.24 feet thence 589°0608 E 601.21• a �. 601E(Deed) �_�� LS.20151 so usual and long conditioned as to impress on the bed a character distinct from that of thee Notes 5&6) (Bears Nl°34'32"E,2.32'/\ bank with respect to the nature of the ground Surface,soil and vegetation. 10) S71°33'53"W,a distance of 15.72 feet,thence I (Basis of Bearing _14 43, \ 12) 553028'15"W,a distance of 23.87 feet theme (Original Deed Call-see Notes No.3,s&6) 589"06'OS"E 200.17' \ 9)The top of bank shown for the southerly side of Hunter Creek was determined on June 27, 11) 549°45'48"W,a distance of 12 10 feet;thence a_II I Ilier 10.W'Wrcness c r 2016 by Sopris Engineering,LLC project engineer and the City Aspen Engineering Dept.Staff, 13) 55207'29"W,adistance of 18.28 feet too point of intersection with the -�'�-��1 Fnd Reber ww/CpLS Easterly right-of-way line of the Denver&Rio Grande Western Railroad(Aspen N Fnd.Rebar w/Cap - Cen[er5echon Line Settion7 _-------_-_ - -_ (0.35 North of Line) \ \ Branch);thence leaving said centerline of Hunter Creek and along said Easterly ne`e L.S.25947 POINT OF BEGINNING -- \ • • right-of-way line 507°13 56"E,a distance of 120.52 feet to the point of beginning. rV 's OW I (0.54PNorth of Common Lot Line) Fnd.Rebar w/Cap L.S.2376 - - _^1 Said parcel of land containing 0.798 acres,more or less. \p Nio e e (On Easterly ROW Line and SOURCE DOCUMENTS: m I'< I Southerly Bdry.of Parcel) CALLWINNIE LLC ug \ PO BOX 2920 \ Document-Deed Book 384-Page 494. 3 I_s ° II' - ASPEN,CO 81612 g : w Document-Deed Book 554-Page 159. y Document-Deed Book 729-Page 114. EXISTING CONDITIONS LEGEND c I°. ° (TRACT 1-REC.No.501239) ue \ Document-Reception No.400339. r o\7 "\\ Map-Denver&Rio Grande Western Railroad(Aspen Branch)-1919,Corrected 1927. © CAN PEDESTAL a ue- O \ Recorded as Rec.134450 on March 13,1969. H °_Im / Curve Table Plat-Willoughby Pond Estates-Plat Book 32-Page 36. m TELEPHONE PEDESTAL I I \ HUNTER CREEK FLOOD PLAIN LEGEND !_ / Dept.oflnterior-BLM Plat of Section 7,as accepted by Chief Cadastral Survey Feb.14, El ELECTRIC METER N \ Curved I Length Radius Tangent Delta Chord Direction Chord City of Aspen Control-Q-159. I0 `I / / Su80. ® ELECTRIC TRANSFORMER I (At Pitkin County Courthouse -q I« K//A Indicates Zone AE-100 Year Flood Q` _ _ CI 94.15' 213.33' 47.86' 25'1T14" N2°31'07"W 93.39' Survey-Prepared by Alpine Survey Engineers-Job 0263C-O-July,,2014. 0 e`,pk / ut-- Survey-Prepared by Alpine Survey Engineers-Job 26092GC-July,2006. SO SEWER MANHOLE Elev.=7911.98'J I. _- 7T` /- C2 58.07' 205.33' 29.23' 16°12'09" N18°13'38"E 57.87' 10 GAS METER • .f _�`t ALL OF THE PITKIN COUNTY,COLORADO RECORDS. ° \1i 1''\\V Indicates Zone AE-Floodway % --_ C3 12.89' 218.33' 6.05' 3°22'57" N28°01'14"E 12.89' CURB STOP `--i City of Aspen Control-GPS-8 I G �j �_-UC-- C4 29.89' 218.33' 14.97' 7°50'41" N25°47'21"E 29.87' N.Garmisch&W.Francis Streets Indicates Base Flood Elevation-NAVD 88 / /� m N ut ut UNDERGROUND TELEPHONE Is. \ / 08 of Cs 15.99' 205.33' 8.00' 4°2T45" 524°05'52"W 15.99' -ug ug- GAS LINE I I' �- __ -ue ue- UNDERGROUND ELECTRIC m. - - / / SURVEYOR'S STATEMENT -� O ug t/ Slopes Table -uc uc- UNDERGROUND CAN LINE I I1 I\ Dg ® oP _ u��//- /J I,Mark S.Beckler,do herebystate that this survey was prepared bySopris i ug Number Minimum Slope Maximum Slope Area Color Engineering,LLC for Leila LLC,and that it is true and correct to the best of my -ss ss- SEWER LINE y�\ ug------_-_ \ e uN 4e /o - _ ______=________:: =ug _- i i ■ knowledge and belief. w w WATER LINE I I a f ve ," \ °g/ = 1 0.01% 20.00% 23383.68 " Nu., I/// "� "` MONUMENT LEGEND 0 RE / ,w - ___-_,-1____---- 2 20.00% 30.00% 2398.77 ♦ d,_ T fl UTILITY NOTE: I1 • I - - - O Indicates a found monument,as shown. ■ ' ( Ji - t 3 30.00% 1000.00% 4522.35 �!, The locations of underground utilities have been plotted based on utility maps, �6� I Indicates a set monument,L.S.25950 1,1) °; 7 construction/design plans,other information provided by utility companies and actual field ` ut w locations in some instances.These utilities,as shown,may not represent actual field conditions. 13. al f t �f�V. 7 It is the responsibility of the contractor to contact all utility companies for field location of ° Lot Areas Iliri}a il,•",�••, utilities prior to construction. I ° I , \\ -.uIIIIIIIIIIIIIIIIIw.. r';I, ;♦AFL`�F NORTH 4.SLOPE ZONE 1 23383.7 SOPRIS ENGINEERING - LLC Sewer MH I Mark S.Beckler Colorado PLS No.28643 Rim Elev.=7838.53' I GRAPHIC SCALE SLOPE ZONE 2 2398.8 CIVIL CONSULTANTS Inv.M.=7832.6' 20 0 10 20 4D BD Inv.Out=7832.5' SLOPE ZONE 4522.3 502 MAIN STREET,SUITE A3 (Pipe Type and Size Unknown) \ h = Ell 11 11 CARBONDALE,COLORADO 81623 1) (IN FEET) BELOW THE HIGH WATER LINE 4463.2 J.inch= 20 ft. TOTAL LOT AREA 34,768.0 (970)704-0311 SOPRISENG@SOPRISENG.COM10/2/2018-14232 111-G\2014\14222\SURVEY\FAR-SLOPE ANALYSIS\14237-SLOPE-ANALVIS-183 RED MOUNTAIN ROAD.dwg