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HomeMy WebLinkAboutDRB16-0250_TS_1478908166.pdf ilki ligtfp-1=1 NEC rn 1 /' / /' / DRB • / APPROVED /'/ / / • • 7/27/2016 . • // ;- - Partial Improvement SurveyPlat / Topographic Survey• I,Renee B.Parent,being a Registered Land Surveyor in the State of Colorado,do hereby certify that this // Condominium Map 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 - ' / / / ' / and that both the plat and the survey are true and correct to the best of my knowledge and belief. 7 / River / ' /R�`l /" /�+ + Location Phase I Building A and Phase II Building B �1N / + + Per Fema / Town of Vail �' 0 9 , /' + + + Map / i• (1"%e-° o // / :/+ + + + Flood Plain / �y9, ,' /' ' + + + + + + + + Location Ea le County, Colorado i / Z jer FEMA / g �� ' / /�rh.,,,,,,,H+ + + + + + + + + + + + map+ + + + + + Sec. 14, T5S, R 81W, 6th P.M. iFnd Brass Cap *los / // + + + + + + / X20 (2863 and 2883 Kinnickinnick Road) 7 / in concrete- /i # + + + + + + + + + / / i / CDOT RO y ..- +/ + + + + + + + + + + / ' / ' / /+ • + + + + + + + + + + + / Notice:According to Colorado law you must commence any legal action based upon any defect in this i ___,--7 / ;+ /+ + + + + + + + + + + / /' survey within three years after you first discover such defect.In no event may any action based upon any 7 / *4s *4s / / + + + + + + + + + + + defect in this survey be commenced more than ten years from the date of the certification shown hereon. °�bl ij / d/ + + + + + + + + + + + rt / e4 / / /+/' + + + + + + + + + + + + Y /• / t°,O � d /" '• + ' + + + + + + + + + + + + + -, ' GRAPHIC SCALE 0� i / / / /+ /+ + + + + + + + + + + + + + /� / ��e�Sti�0e� �� '' / / / / ' / // + +,/� + + + + + + + + + + + + + + + + + + + + + + + + + + - + + The Lodges at Timber 20 0 10 20 40 80 1 7. / / / / +/ + + + + + + + + + + + + + + + / / Creek Condominiums - // / + •+ + + + + + + + + + + + + + + + /• • F / + + + + + + + + + + + + + + / + •7' ��` `/ / / r + + + + + + + + + + + + + + + + Z " ( IN FEET ) � �`Z z e� / / .., + 4 + + + + + + + + + + + + + +• + + / " // 1 inch = 20 ft. Og53/��`L1' / /t' + /+ + + + + + + + + + + + + + +� + + '�1°p / �5a /4° P.C.E. / +/-.4 ¢ + + + + + + + + + + + + + + ' + ±... ./ �/ ya1 / + �a + + + + + + + + + + + + + /+ +/' / / + + + + + + + + + + + + + + +/ •+ + /• ,zs g / / / /' / / + - + + + + + + + + + + + + + / + +/ /• / 20p / / :+ +/ + + + + + + + + + + + + + �- Legend: /• / / +21+ • + + + + + + + + + + + f� -F-'±V".7 j" / — Ia�I Water Valve + /+ + + + + + + + + + + + + +/ +/ / * / 6a / / + + + + + + + + + + + + • + _ ❑ Comm/Tele Ped / /� / / / Manhole Cover / /+ +/ + + + + + + + + + + + + fir 7! / sr��s ® Power / / / / / /+ + .•+ + + + + + + + + ,� /./ Gro / ^\ sr� o� 0 Gas S2 / 7 + + /+ + + + + + + + + + + + + %`° `� / #ss / �.,F2 0 Satellite 6-8'tai pruce in thi / + •+ + + + + + + + + + + - • + / ,� / de �. ar �s ar not located // /+ + �+ + + + + + + + + + + + +. // ,/' G�' °� c'6'99, \ CO Communications oN-4,• 1/ / /,/ i + + + ++ + + + + + + + + + + + + + + + + + + + + + +/+ + / /' j // / // -v' `�\ �'�s� \ OCO CojectClean t/Vent / s � / P.C.E. Project Common Area asps ?acs / / / °4 �+ + + + + + + + + + + + ' + + .•/ �t / / 'o~�� \ �J 4� s, s / / / 30s/ / \G ti• G.C.E. General Common Area ss o / •/ / , ' /+ + + + + + + + + + + + /+• + + / 7/ ,/�\ �� (.; \ L.C.E. Limited Common Area 6 / 20s /" + /' + + + + + + + + + + + � + * s / / ` s9 0,0,.,efea�\ • Found rebar with yellow cap LS10847 Found No.4 rebar • o0,c-3 /" / .•+ + + + + + + + + + + + + + + /----- ,'� Unit �` Found CDOT R-O-W Monument .J�J / ./+ +/ + + + + + + + + + + + •7 + .-' ,0 101/' �/' v• 11" B10 \�` Set No.5 rebar with purple cap LS38266 / / e6- ,- + • + + + + + + + + + + + + + + /C.E. i �'0• / ti `� ?�'� �> wood walkway • Set Brass Washer LS38266 with Mag.Nail / ��� /+ + + + + + + + + +/ + +. �/ �, \� s0 •A ,; \ (typ) (F) Field Mesaurement Utility Pole eo +• + + + + + + + + + + + + . + +j X04/ ,¢o +r + + + + + + + + + + + +/+ + / X00 Unit \ (P) Plat / , , • © B9 \ (C) Calculated from Plat `�� oo Q� /'' / /+ - •4 + + + + + + + + + + + ./+ + •' i �` •" �' - Tree(f=fir,a=asphen,s=spruce,d=double,app=apple, 43' 11'3' + + /+ + + + + + G + + + + + +/+ + + / / v' c v° (1• \g` 6 / /+ +/ + + + + ti + + + + '+ + + / �' ��. tira S,/ ► / #=approx.diameter inches,grp=group) `' y$.`° /' / / + �/ + + + + + + C�° + + + + + + •/+ + /•i / �/ j 19/ ct,•/ ��,' � ' (Most trees located-larger/more significant, smaller trees not shown) / + + + + + + + + + + + + + + + /+ + .// �r10?/ / �� G',' / /+ .� + + + + + + + + + + + + +/+ +moi. ° / / ...7.`4s c°`1, Unit fia Ni y• ' Notes: +./+ + + + + + + + + + + + + + •+ / / <1 1)Two foot contour interval. Exception to // /' / tip° +/ + + + + + + + + + + + + + t� Z/)°s�/ /'9�L•�' c „'� i' 2)Elevation determined byStatic GPS measurement(NAVD88,Geoidl2A TBM as Phase II o°� ,! + + + + + + + + + + + + + . et.' // v' 'N '0 , \>9�,, i' )' ti w ti' c ,r\,\, i,c shown in asphalt parking area. / `�� + + + + + + + + + + + + + + +� + e°�e\� / �� rti' ;/ ` Gtk]Lvl, G •±1 ;26 3)Sewer Line Easement on Phase I property centered on manhole covers as found. / ��p / / 41 �'', �,Oich r 1 n n /" 1sv`b + •+ + + + + + + + + + + + +/+ +.-V L �� ,/ �J a� v' �' �� iia a 4) Bearings are based on the northerly line of Exception to Phase II and a portion of /. �°i, .//•'+ + + + + + + + + + + + +/• + +/ / 7 / ` 6`* Unit time°�, / `' / X ,2a / the northerly line of Condominium Map for Vail Intermountain Swim and Tennis Club Q4 ,../± +. + + + + + + + + + + + + + • + �. / / B7 /' x sa /' / Condominiums Phase II,N58°11'06"E per record plat. The westerly end of said line is Fnd rebar w/Cap •/ P /• +/ + + + + + + + + + + + + ;.•"+„."-F,..„7 Z j �'41,>• © / // 10a // • A a rebar withyellow capLS 10847. The easterlyend of said line is a Brass CDOT ROW .C.E. + + + + + + + + + + + / / OG• 1 © c / /Xoa 7828 LS10847(typ) /� ,/ .� + + + + + + + + + + + + • ' /ZZ 1 "\'• titi• •�, / / monument set in concrete. �'/ /+/+• + + + + + + + + + + + + /r/(-)-'� ,•' / / '� a� `\� •� �q,; �• 6SX / `' `, ,„----- - 5) Lineal Units: US Survey foot. + + + + + + + + + + + + + + ! ` �\ G' / P.C.E. �o ss^ss • . / 6) Condominium Map for Vail Intermountain Swim and Tennis Club Condominiums \\ // lf\ /+ + + + + + + + + + + + / '�16p /'-p�°,- Unit av �'• / / a ' / Phase I BuildingA(Reception No. 194542 filed February1, 1980 \\ / • + + + + + + + + + + + + + ,( / 77 // . �`{4`f v w ' / / ( p ),/.c,• \G „ti• B6 „ / ozi / / 7) Condominium Map for Vail Intermountain Swim and Tennis Club Condominiums + • + + + + + + + + + + + st / 2os `, / ° Tele 1 X a ' some trees on Phase II Buildin B Rece tion No.220985 filed June 16, 1981). • ��, ,y Asphalt 7 Pe / X • / F� / southeasterlyside /+ + + + + + + + + + + + + ,/ / s 6 l of 8) Vail Intermountain Development Subdivision(3possible Reception Numbers: / / \,,,,, Drivewayand �� 'I$ 9 p p + + + + + + + + + + + + fence(not located \\\��00, �Fti`e/ ' .;,,, .//± + + + + + + + + + + + +/ / �`, A`�� yti� GLv1// Parking ❑ / • S4�'t4 X12 16`P / 113672, 114402 and 114403). • ,,,b,?‘/ �' + + + + + + + + + + _ -y+ + +/ ° / s \ Porgy / x Ioa 4e° 00 .�` / 9) Building dimensions shown are from record plats. Said dimensions found to be Q�., lti•0 / // / / gs° \ Unit a� \; c / / . 11.0 °n�5 10 / �y .„ 6 / /•+ + + + -NI_ + + + + + + + / \ av x 6`Z 26 / substantially the same as the foundation dimensions. o �5 ^��/p / /� + + + + + + + + + + + / // wood �� Ortr, \J BS tiff ems,' / ° `, /X1� /0s 5 s62 / 10) This drawing was created for the purpose of generating a landscape plan. \ \ •7. \`' / V / • / A + + + + + + + + + + + /r / bride 'i `°e °A \` o �`��'� /� / / e�e�� .0 / 11) Edge of water as shown on this drawing was located on May 9th,2014. \ / / + + + + + + + + + + + + / g ,/,‘ 000 \ \ \de �e, As0 / tias / 12) R-O-W location established using the following found monuments: Found \ \ // d:emer r /- + + + + + + + + + + + + +� i/ / �A ,°� eQ 'A / a / e / / / , / / / ,T`• J \ �' t�'lr Number 5 rebar(northeast corner Lot 2)and found rebar with red cap LS 37047 Schmit • / • ,� + + + + + + + + + + + +/'' / \ / $ / (northwest corner Lot 7)both in Fourth Amendment to the Final Plat of Innsbruck \ / / Pg 66 / / , G' dee ere . \. \ \ `\�; 1 \ / �J / / +/ /+ + + + + + + + + + ++ +/ .- / I / y a �\ y. \ / / Meadows(Rec.No.638553),found Number 4 rebar southeast corner Lot 1,Block 4, \ \ / F +' + + + + + + + + + + + / / 16s J / n ,� \`\\ \ �\�/„` L ayv / j /. EleO� • / Development (Pageaz } / / , , Vail Intermountain Subdivision 4 Rec.No. 113672)and shown \ /./ + /-/ + + + + + + + + + +/ + +•// //• / ,s°4 /' /;p,�''c� `. ` \ ..\ \ \ ` L� cF, / a TT8 / \ p_/ // / rebar with yellow cap LS10847 at the westernmost corner of the Exception to Phase II. U / / + + /+/ + + + + + + + + + 1 / / / / / / < y \ \\\ \ , ,, / // • •• L♦ •/ n C \ 13) Location of asphalt and plat lines Phase I and Phase II Subdivision Plats are cv Y % '� J/, s• `. \� `. / �' 0 / inconsistent. The surveywas not finished in this location. Title work is o0 0 1 + /+ -/ + + + + + + + + +/ ,^---12boundary ? 1, /�\1 + + + + + + + + + + /' 7';' . 121 /' Unit \.., \ �\ / fEf2?�Pl / r' suggested to determine if any conveyences occurred after the subdivision plats were °' F" ; c 1 + ' / + /+ + + + + + + + +o 4- + •• ' , \ g5� a To / Columbine North %� , Q A4 / �3�� ./ p s recorded or there exists any agreements with the Town of Vail. \ / +/ + +' + + + + + + + +°`b _i + +/ . f / ` \,' 04 / �l . \ v' col cd 'aj / oti ;C° / &w' © ` 4a\�, / • / C o �° 14) Only visible utilities located. Underground locate not done" Additional utilities PG rzi 1 +/ + + + + + + + + +g + . +/` V(V % / ,/q�G' co •C �► ` v / / ,� .°gyp• 7816 \ + + + + + + + + + + o <1s / ; ryti' 0 s9 \ 45d / 1s� o 0o may be present on parcel. C f 1 / .+/+/..• v i s• \ / / \ o //+ + + +• + + + + + + vc, <1 /24 , 2 \ 4ad = ,�+�ty� /. 7826' 3o 15)Only significant trees and tree groups located. Other smaller trees exist on parcel / + + + + + + + + + �' ro } , / / r �� (not located). o i / + + + + + i / / Unit T°e ---- o P. °' CZ 0 y,\ 8 0/ / ti / A3 sa / \ cP NOTE:NO TITLE RESEARCH WAS PERFORMED.THIS LAND SURVEY PLAT DOES NOT [•, + + .+ + + + + + + + • + , -c' �\ �/ / / CONSTITUTE A TITLE SEARCH BY Blue River Land Surveying TO DETERMINE occi r'� Fps o A. tom/ + + + + + + + + + �' / / w. �\ O /VV— / / 7: 2, � �T Y g+ I+ + + + + + / �° • / q�C' / ' 4 / • OERSHIPOREASEMENTSOFRECORD.Line Table Sewer Easement o ` • / \ L s• R .i/ 1,: 0. ar ) ` l + + + + + + + • / Q' i v \ 'C• titi' �, ;/ ❑ a ice \/ /n k \ Line Bearing Distance r'i� I \ '' + + + + + + + / titi �., • G• / / 7 N °e►, — L1 S65°02'45"W 43.32' ��\ + + + + + + % ?6\ �s\ ' / ''Mailboxes I W 6L00(R)\ ``� S 85°00'02"E 115.35' p NeW Spht ° „ `fir' + + + + + G `\ av v• ti ' \ T° 1roa S 84°50'5 ., O Rail Fence 4. �° L2 N80 1011 W 41.50' / / 1, i „5.•�, e ��; -- _ E 115.36'( ) o a) cd L3 S37°40'31"W 59.70' ,�• \ + + + + + + + + / / / it \ Unit `. ;' /� 'W .! <,..-- I 1 do F `+� cin ,� zl Dense wline _ \ fence `� - L4 S61°31'14"W 137.29' �r' •� o \ / + am* A2 /.// �til�e / / I I \ \ I Aspens - : cd a o ; \ + + +/. / ,fie / / ..- - encroachment oa U 0.0 ~ \ \\ - + + •Q., / Se / a� •/ c •7824' 1"5 9"9'(length on property) o :Fcs `r';N '12 - _ _Line Table-Easement,Book 334 Page 66 SCP •/ i� / 4�bse / G lN.Nc � \ c ` a j /:Q ,' 1 I - -\ - — _ .. F-^0 `�Line Bearing Distance i \ /� / /;i' vti eke \ �a v' 1�Fy \ y // I • • - - - - ��� 00 c.o U Bride �, / ti / 7.0 / • � � I)L10 S43 09 48 E 50.17 / g • / 7 ;' ti4a� a9°�P / y N / • \ moncioo L11 N35°10'01"E 76.24' / J Railing -_ / 9s. ; \, q / / • a 7o •I • t 0 0 o ct o / tis I \\ • 8s Unit / / i / I Asphalt Parking L12 N42°38'28"E 21.40' / 9, , I X < • o / r _1 _\ / 3/./ / / ' / / o I I a • hh^L13 N43°09'48"W 21.42' / r�` - �\ ti/ Al �, ,� / l Asphalt I '� • •"'..:�► \\\ v+�l L14 S53°17'26"W 100.09' / a, 1 I / stone ` ` ` / Driveway and `' I � `\ / / eo - -Ll\ X16s patio a \ � Baa / / n Parking ' TBM(Mag Nail / • • \\\ \ •� / co j�. I\\ / 9s, \_ / l` L, I ae,ol N in Asphalt \ \ \ o{�-I \\2g1 p / � - ., : /, ��`� / yes /; * 7823.4') cj�o Q Cb U \ N s M O •'Title to this area unclear- • I I 4F,o \/ < /' / goo I I / �� • \\ ° C7 / boundaryline uncertain '-L f / \�.dee % "D s I °` < / / • r' �o (see note 13) 1 `-:, _ '\.• �'' I / __ / 1 Tennis \�. \\o, t Mop / �j \ / \I I \` *Ss / __ • / 12s ' C • Court • \ mos •1�J '�/0/�� ' O N / /.'Ct—I ° / *8110.0 i N 1r/ `• 1 C/ 1 \\ \ \ oS"Ci., �/ Vl : V t /•' • - --I-\ • /.�% ,:i _ L2 10.0 / > a /, �,ii I • )• \� AA,, O /' Edge of Asphalt _ — ---�� 10.0 / -� _•_ • G r —— \ /• (continues,not I I V I �� tij .Clk' • ,� s _ __ • It _ _ 1.6 l� �► _ _ 20 • _�Edge of Aspalt located) `}. ��.�aSe / \ _— — as as / �— I _ •� Driveway PO 1-1 `/o 5/ , — - — _ — — Top=oma —� • • o \ (encroachment) //Se10' \ �� *16s — — —• —.J los _ _� — — — — — / — — �-��_ . .• ' .\:8'IA / — — _ I�. 00 Z - —I— Split Rail eea �/n (Field) i� I \\ sign(for neighboring (note 11) • I/ I I \ To - Fen ❑ �� _ 88°22'29"W \ property,encroachment) Gl ^' L —. —. --t6=205.63——— Toe —� • _ I 16 r0 '� \--I---- _ — —flowline ♦ �I \ I I I �\ —— —— — .—— -7-- .—Edge of Asphalt —— — ——. R=422.55' \�\ ►ice \ ����� . I \ \ 1 � 6 l/� { A=26T72i— Ede h / \,es'� o — \ Ped N °550���41/41 ' O L— = D=28°09'56.,, g of Asphalt �/ o �� 6 \ i+- L---4---:--..=_4_== (Calculated from Plat) / - -_ __ _ \y ��77�g 31 \ 28 ,os 2"8 N vb (Plat) - I / / 0=28°14'23" - 3 N 77 40' VV 62.80' w 1 I /- This Land Survey Plat was accepted for deposit on this day of ,20 and is filed under / / ��, 21^ (F \ 4=66°43'11" S 74°05'19"W 10.76'(p) Kinnikinnick Road(50 R.O.W.) R=422.55' � - _ 77 � \ _ // r? • *128 Elec �. - Land Survey Plat Reception no. in the office of the Eagle County Clerk and Recorder. R=50.95' r L=208.26' / N i - - I 1 ran L=59.33' t\ 4 /' (Plat) Fi - - _ H drant Signed - R 21.65'—S 8 I CC=94.55' —Top — y �,-. 5.38' R'-24ft-6 ' Eagle County Surveyor , ,\g„'0 <--- _- (note 12) CH=S89°49'39"W 94.6 =95.30' — - 7834' —'�12s • • ' T=48.46' D=24°58'2@'-'- --