Loading...
1005M MW CW L Z Z Q o� W C Z CD Z Q 0 M LU W Z CD Z Q W 5m G Z 0 Z 3 M Q F- O rn w z ZC, �Lr Ir La o Ea r z a ,n a L a Ea 0 LL n a w �LE u ° wa a- o o° zo cn ° U� O� a Er a 0 LL n a 0 w �L L L w EL LuC z� Ucc 0 O LL U) a 0 U) w C u u u.i ° a� o� 0 z c UC ¢C a LL '• Partial Improvement SPlat / Topographic / Survey I, Renee Beth, Parent, being a Registered Land Surveyor in the State of Colorado, do hereby certify that this / / / /' / ' Condominium Ma for Vail Intermountain Swim and Tennis Club Condominiums plat was prepared by me and under my supervision from a survey made by me and under my supervision / / ' / • t7 and that both the plat and the survey are true and correct to the best of my knowledge and belief. r ver Location Phase I Building A and Phase II Building B o' 0 L ' C 1 / / + + Per Fema - - •�� / / � � � �� / Town of Vail + + Map + + + + + + Flood Plain / + + + + Location Eagle County, + + + / / f - + per FEMA / g Y� + + + + + map Sec. 14, TS S, R 81 W, 6th P.M. / Fnd Brass Cap * �j *2 , % "+ / + + + - + + / AL _P.N� / / in concrete - / + + + + + + + + \+ + + + + + + t / / 2863 and 2883 Kinnickinnick Road / ( ) Notice: According to Colorado law you must commence any legal action based upon any defect in this / / i / + + + + + + - + + + + -t J + + + - + rt survey within three years after you first discover such defect. In no event may any action based upon any % �4: / / / + + + + + + + + + + - + + + + defect in this survey be commenced more than ten years from the date of the certification shown hereon. °l �j' 4s / i/ + + + + - + + + + + + rt / Fnd rebar w /Cap LS 10847 (typ) \ \ \ S'O`N. \ ro, \ \ rAJ 7816 Line Table - Sewer Easement Line Bearing Distance LI S65 002'45 "W 43.32' L2 N80010' 11 "W 41.50' L3 S37 °40'31 "W 59.70' L4 S6103 I' 14 "W 137.29' Line Table - Easement. Book 334 Page 66 Line Bearing Distance L10 S43 009'48 "E 50.17' L11 N35 010'01 "E 76.24' L12 N42 038'28 "E 21.40' L13 N43 009'48 "W 21.42' L14 S53 °17'26 "W 100.09' + . + + + + + + + + + + + + , /+ + + + + + + + + + + + + + / + + + + + - + + + + + + + + / +++ + + + + - ++ + + + + ++ + + +++ ++ / The Lodges at Timber + • - + + + + + + + + + + + + + + y Creek Condominiums + . + + + + + + - + + + + + + � + + + + + + + + + + + + + f/ + + - 3 / r + 4 + + + + + + + +T+ + + + + + + / + + P.C.E. / -/ / + + 4 + + + + + + + + - +�+ + + + + A + + + + + + + + + + + + +• + / / l + + + + + + + + + + / �oP + + � +/ + + + + + + + + + - + + + / i + • + + + - + + + + + + + - t� + j' / -- / + /+ + + + + + + + + + + + +/` /+ + + + + + + ; + + + + + + h -8' tal . prrce to th' /� +/ '+ + + + + + + + + + + / / ,� / ,''/ ar (not located / . / / + + + + + + + + - + + + + + 7 �'� + /+ + + + + + + + + + + + /+ / / +/* + + + + + + + + - + + + /'+ + -/+ + + + + + + + + + + . + + / 1, + +/' + + + + + + + + + + — + Unit 111 / + / • F — + + + + + + + + + L + / / 10a <�•' v <. + •+ + + ++ + + + + + + + + + - / 1oY / B10 Utility Pole o� +. . + + + + + + + + + + + /+ + + + + - T + + + + + + +/+ + /i' �� m Unit +. + + + + + + + + + + + + • + + / /� B9 i j + + G ± + + + + +/+ ±/ + + + + + + + + +/ + + + �/ + + + + + + +T + + + + + , + + + + + + + + + + + - T + + + + /+ + + + + + + + + + + + + + + / + +// P� /4a Exception to / / /. +. /+ + + + + + + + + + + T + + + / / Phase II / .r +/ + + + + + + + + + + %/ / 90c, ` 6e Unit B8� s /' wood walkway (typ •) O S ^ w' Gad Lvl G .I +� + + + + + + + + + + + + +mot+ 4e �/ / � C.� / 4+' + + + + + + + + + + + + + /- -.,0 <� ti° V. ,,' / <V -, / °!• /+ • + + + + + + + + + + + +/' + +i / sy`I Unit tiw x,445 / , • /- + + + + + + + + + + + / + / / B7 / % x � f + + - + + + + + + + + + +. + / / ,''� • �,'/ ! / 100 /y .C.E. ,�, + - + + + + + + + + + �/ +/' / SG / 7828' / //� + + + + + + + + + + + / ' \ v �'f c / a / x oa /+ + + + + + + + + + + + + A / 3ei f x GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft~ 09 Legend: Water Valve ❑ Comm/Tele Ped O Manhole Cover Power Gas © Satellite ® Communications O CO Clean Out/Vent P.C.E. Project Common Area G.C.E. General Common Area L.C.E. Limited Common Area Found rebar with yellow cap LS 10847 Found No. 4 rebar Found CDOT R -O -W Monument Set No. 5 rebar with purple cap LS38266 Set Brass Washer LS38266 with Mag. Nail (F) Field Mesaurement (P) Plat (C) Calculated from Plat Tree (f--fir, a= asphen, s= spruce, d= double, app = apple, #= approx. diameter inches, gip=group) (Most trees located - larger /more significant, smaller trees not shown) Notes: 1) Two foot contour interval. 2) Elevation determined by Static GPS measurement (NAVD88, Geoidl2A), TBM as shown in asphalt parking area. Z6 3) Sewer Line Easement on Phase I property centered on manhole covers as found. 1 4) Bearings are based on the northerly line of "Exception to Phase 11" and a portion of / a / the northerly line of Condominium Map for Vail Intermountain Swim and Tennis Club Condominiums Phase II, N58° 11'06 "E per record plat. The westerly end of said line is a rebar with yellow cap LS 10847. The easterly end of said line is a Brass CDOT ROW monument set in concrete. t I ,(y �,• e. / / / 5) Lineal Units: US Survey foot. + + + + + + + + + + + + + + / / / �� , r 10 Ba ;',� ati G' , / P . C . E . - i / / 6) Condominium Ma for Vail Intermountain Swim and Tennis Club Condominiums / / 18P % d� Unit , v ,' / �: / may(/ / / Phase I Budding A R + /16s . / / ti / / g (Reception No. 194542 filed February 1, 1980). + •'+ + + + + - + + + + + + �' zoa ; `�' B6�' / / " / / 7) Condominium Map for Vail Intermountain Swim and Tennis Club Condominiums /+ + + + + + + + + + . + v' ` / Tele some trees on Phase II Building B (Reception No. 220985 filed June 16 1981 / /+ +'`, + + + + - + + + + + + sF / / l r? < , r / Asphalt p / x / (�l / southeaster! side o - + + + + + + + + + + �� / Driveway and its. / 1��6 93 / y f 8) Vail Intermountain Development Subdivision (3 possible Reception Numbers: L1 ti` /� / j r�� �%\�• \ / Y �<4� 1?,a g �Pl / fence (not !Dotted) 113672 114402 and 114403) � + + + + + + - + + + + + / / � •� ,�y Gird Lvl/ Parking / ❑. / S4� cP . �N s? / / / % ra.> \ \\ Unit a� \`� °iclY �h / tk + - - + + + + + + + - + + /' / / wood ' ° �o \ < BS ti� Y. ,' i des g6se2 / . `'� / ti\ / / / + + + + + + + + - + + + / / F�\ Q� /oA ��< <\�' / /x1Atl ' ti / + + + — bridge /,` 7. / / ern / 4- + + + + + + + + - + + t� / ,'� j �,o � f '-' / �SOOk 3 4 / r 4 + + - - + + + +\ + + + / - + �i ti / / I F +' 1- + + + + + + + + + +/ �' ../ /// // 18a i �n �.0 \\ \ `<� ' 0. v.,� i / / /Eleo' / r + /+ + + + + + + + + + $� / + + + + + / �� / / �� Unit \ ` \'� :/ 1lPl / 1 �+ + + + + + + + + + ` / y3 1 / / ++ + + + + ++ ++ + ++ + ++ +�,1°"� °�� + t/ X04 f' � j`/ ; /,��• � A4 \ , \ / `11 �� /' /// p/ �,� + + + �` � + + + + + + + - - +� $+ ,/+ + + • + + + + + + + + / /i / / /'• v' ®`�� s" 4ttl �` ! '/ 7826 $ F Columbine North 9) Building dimensions shown are from record plats. Said dimensions found to be substantially the same as the foundation dimensions. 10) This drawing was created for the purpose of generating a landscape plan. 11) Edge of water as shown on this drawing was located on May 9th, 2014. 12) R -O -W location established using the following found monuments: Found Number 5 rebar (northeast comer Lot 2) and found rebar with red cap LS 37047 Schmit (northwest comer Lot 7) both in Fourth Amendment to the Final Plat of Innsbruck Meadows (Rec. No. 638553), found Number 4 rebar southeast comer Lot 1, Block 4, Vail Intermountain Development Subdivision (Page 4 Rec. No. 113672) and shown rebar with yellow cap LS 10847 at the westernmost comer of the Exception to Phase 11. 13) Location of asphalt and plat lines Phase I and Phase R Subdivision Plats are inconsistent. The boundary survey was not finished in this location. Title work is suggested to determine if any conveyences occurred after the subdivision plats were recorded or there exists any agreements with the Town of Vail. 14) Only visible utilities located, Underground locate not done. Additional utilities may be present on parcel. _ _ ) Y gn groups located. Other smaller trees exist on parcel / + + ) + + + + + + 3V /i/ 15 Onl si ificant trees and tree \ (� / + + + + + + + + + i/ i / Unit `� ` /'r -roe `�>• (not located). °i oo / + + + + + + + + + • + / �' / ; f / A3 / / \ �� NOTE: NO TITLE RESEARCH WAS PERFORMED. THIS LAND SURVEY PLAT DOES NOT IY + + + + + + + - + A ' 4>' ` /� 7 2' \ CONSTITUTE A TITLE SEARCH BY Blue River Land Surveying TO DETERMINE F X + • + + + / + + +�,. q / i / / G' �� y / / / / �. OWNERSHIP OR EASEMENTS OF RECORD. + +� - - + ?sVG /v N 8�i° " W 81.(R)�` S 85.0002" E 115.3,5- New Split + + +/+ + + + + �c1 / / / / / �ti�gL` f /i .��e °i / ,._.Y/ ���- Maimoxes \ • \ 7Op I "-r°t Dense 71�- flow s "��56� E 115.35)(F) Rail Fence �C + Unit + + + + A2 y% / eti e — fence ")�\� O \ + + - -/. ` / / n . / �1� / ; I Aspens -�. kv �� + + �I % • / "e // / / / l� 7� f / encroachment '; / o I 824 1. 5, 9.9 ' (length on property) / Q �' Bridge �'� 0 /1 / J Railing � , / � ,z9 � / x <� / I Asphalt Parking , �—� i I Unit / / / ` \ \ 3os / ( ( Al �1 ,4r ' Asphalt <,� / 1 stone ' , Driveway raitd i \ / — xtss patio » ` ,',� /'��• / / Parking ' 3 TBM (Mag Nail I_ \\ �8 \ in Asphalt, title to this area unclear - \ �I I l� / / 'yea < ' *m` '- / 7823.4') \ a va boundary line uncertain z. to o (see note 13) T �, / �� / / / ,/� / ) /I �`, 1 I '� Tennis Court \ �S apt i o. V' v N / Edge of Asphalt _ _� �� BP /� --��� 10. �� i (continues, not I I \ I �,j t, - ! \ 1.6 / . located) y N - 4.._._ ". �i ' -1 l Edge Driveway Aspalt _ I _ / - e'� �V � � �� '�`18a '- - - - �- _✓ zv _ ,� - - --_ -L -� ---_ - '--- -� _ $+ �' � \ \ encroachment -I- Split Rail awl c Field �, / T 4...�J._. \ (Field) __ - `_ $ \ sign (far neighboring (note 11) 0. oe. Fen'! O .� ,- -_ - / 88 °22'29" W f" property, croacl- ) flowline -... _ ...= G Edge of Asphalt / _ L6•�05.83— _ _ Toe - - - - - - \ ` ` #,d� �_ - I \ \ pr ant ,6�) of 0/� . r _ _ '7 R =422.55' - -___.� _'___. -� / o �ha ; l �\ N \l I - \- ( �` / A--- '�Or.72' - - Edge of-Asphalt �'°'# = -�=��� �% Tele g1'�3° g ` - 4 �� �_ / / D =28'09'58"" a _ �$ �° (Plat) _ I l (Calculated from Plat) - _ _ _ 3'tEi� .18'$ i �� �P 2.8 gg 1 i / % A = 28 °14'23" �, - _ _ n 4071" °�° COUNTY SURVEYOR'S CERTIFICATE A = 66 °43'11" 0 8\74 °os19^ W 10.78' (P) Kinnikinnick Road (50' R.O.W.) R = 422.55' / — -7T� *Z. iElec R = 50.95' N / ;� L = 59.33' L = 208.26 a r (pit) _� _ 24 " S 89'47'38'i11� - Hydrant Deposited this day of J V - , 20at .m. in Book of the Eagle County Surveyor's land survey R-21 .es'� , C =94.55' — To — / plats /rights -of -way surveys at Page /00 This Land Survey Plat complies with Section 38 -51 -102, Colorado Revised Statutes. p 1 (note 12) CH = S89 °49 39 "w 94.61`- . mil► =95.30' 7834' - - - -- ��� T = 48.46' D= 24°'.x'2@" 00 8 f U y O N F tat) �•aa A by >� 00 .�. >Hb Q, U U E. W rA ... 4� MOO . .� CIO pQ 5 o� \� O P, CLI