Loading...
HomeMy WebLinkAboutDRB17-0271_431.6TOPO-signed_1500992280.pdf 4\40 F�' 'Li fa et IS *:1"114# n ow —I- 24,5 1) DATE OF SURVEY: 8/29/2016 -11:101110 / II/, 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED DRB APPROVED .../"... / If \ PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, 7/19/2017 \ II//� RESTRICTIVECOVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER12:00:00AM + 3 DIpIIIIIIIIIIIIIIIUI ` 8230 FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. / / III—'� y 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL �;, ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS 0 / / ` ,� AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY R� �� ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE "±AS.T757_4PHALT ���� THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. EDGE C�E � / 4) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE / N AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD FENR R Q w' , / o BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND ill gvF / ,Q �2 SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 0' 10' 20' 30' \ / "� 5) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF / X1,11/- EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. 6) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND AT THE PT LOT 5 & /113,4 SOUTHEAST CORNER LOT 6. / 11:2 / + 7,9 4A' 8220 7) BASIS OF ELEVATION: SEWER MANHOLE LOCATED AT NEAR NORTHWEST 1$ CORNER LOT 5, INVERT ELEVATION: 8220.7'. $� E _ 8) BUILDING SHOWN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR Ar6 0� MATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED UPON A=02.57'22" ® N + 20.6 FOR ADDITION DESIGN. _.----418.6 o R=239.63' � -- ' \° L=12.36' a 4 + 14.7 • 9) THE PLAT RECORDED AT RN. 593488 WAS USED FOR THE COMPLETION OF THIS SURVEY. T=6.18' a co�� 1.5' CMP N 56 17 15g� J 10) ONLY THE SOUTHERLY LIMIT OF THE MISCELLANEOUS EASEMENTS ARE DIMENSIONED ON C°LEN=1 x.36 o THIS DRAWING TO SIMPLIFY FOR TOPOGRAPHIC PURPOSES. BRG=S 4730'29" W Ix .0 09.2 -----. ..._A or 11.6 08.5 a -t,,\\' ' < 7 ‘ _,-_ 111 s � 4/ — . — •. I �I ROCK — —— WALL q --- -- - 12 _ •��. �� N 47'41" 72' _ — 1� iktovi . -- _----_ — 1 - -- -- - — v , ,aDENOTES DECIDUOUS TREE WITH APPROXIMATE 0.5' TRUNK DIAMETER 11 ` � ����jl� © -- --- 'r\ 4 �/I _ ......... — — N - - - LEGEND A, �j/����D�Ii ►, ., � � © - '011DRAINAGE & UTILITY EASEMENT Ate.•p. ASPHALT /; -*Ilia.��aiIG DRIVE o '-,.14, + 11,3 DRAINAGE & UTILITY EASEMENT w . --- - ��� - 1 . g SANITARY SEWER MANHOLE �`\�����w� + 07:1 L (8561, P208) ' iv l _ '1 cn N 636j// _ - a�. v? R WATER VALVE ��� DENOTES DECIDUOUS TREE WITH APPROXIMATE 1.0' TRUNK DIAMETER /� \7 <I ° I ib 2/ • S 22/- __ I IE °, °o� w FIRE HYDRANT ` — a \A,45// - o� ROCK �� SPRINKLER VALVE ' �- - 133.65' - 13,1 , WALL '3. • l 3' CMP •/ N 55.5851' SEW RE EASEMENT + 12.8 sr STORM SEWER MANHOLE 4 --_- ---�I a i pii-iwe � -// _ - SANITARY ... ��, ° i CABLE TV PEDESTAL - f�i _ °_�. a • _ _—_ \d�� ° , -� D c,- .- _ 20.1 DENOTES CONIFEROUS TREE WITH APPROXIMATE 0.5' TRUNK DIAMETER ---_- / � °�. . I � ro - �_ - - � —1 ��� �i��. ® UTILITY HANDHOLE _' - <,,,, 'O E °aOO ` • •• g ���2,° ,I 07.1 _r ���� � ° . .�D ��a=-:.�� ° d•x:' ,,,,a • ° � D a,i• ,117DtTC1-60^ iu I .� t� Zeit/ � _ _ _ IPj , a..111!.,_.-\"• . _ _ = a�- • . °� o �O/ d la O C] °•� °��D � . it, ��� -.a�Do . 8 — ��4�I, r �_ ,-111 °��y © TELEPHONE PEDESTAL iv: .wi9 • .:'L.• I Dala U ,/ 4:6 _ ' wD .� " �� - x °00 T.� •o�D� �.� a. ./ � � _SI °a�Db: a. .D41_, •' � � i�°. Q . C �D,�.q� °o0 �' � ._ - _ .�� � .°=. - •o�D � °.��.L .�q o i �'1 _.al: .��/ .� .0/•� d.aCl�' S`�an . 1..r.- .�L/ _ ° O'141/ ir / � ° _ °oo ��o �oOCOlrp r►� • ',1 in s�D - / %ROCK N SWALEH + 09:5 -- L3 - ���� z T ELECTRIC TRANSFORMER O ° 1 -- / - ��_ �-°$1� °oOD a a • C''.1 ® POND INLET / •I + 10.9 01 DENOTES CONIFEROUS TREE WITH APPROXIMATE 1.0' TRUNK DIAMETER 4 • I I O / L LOT 7 05:5 a --—- / * \\\\\\\\\\\\\\\\\\\\\\\ 04.9 L5 --- N ��� I06,3 _---— 11) NORTH OF LINE SHOWN FALLS WITHIN A HIGH SEVERITY ROCKFALL ZONE -- = — X10 I / a I 11,2 -- - a) ACCORDING TO OFFICIAL HAZARD MAP OF TOWN OF VAIL, COLORADO AS ADAPTED BY phi -3 L6 _+ -- COUNCIL ON OCTOBER 17, 2000 IN ACCORDANCE WITH RESOLUTION NO. 13 FLOWLINE DITCH ° / ,. l a © _ ——— + 12.8 + 15.0 SERIES OF 2000. (SEE DRAWING). / ROCK SWALE04,9 a / l ° — °10 _�. --01% .a IR,ip NE0 a 04:5 o a /7(1 06,6 // _ 12.9 it 044 1 \ / °"i r t °.o�� �%_ LINE BEARING DISTANCE K \\\ 8209.3' FLAGSTONE + 12:3 �� °oPD ��' / STAIRS 15,4 '--- � �O„jlie + 14.4 L1 S 63°53'03" W 20.29' 0..0 � 11.5 12.9+ •..../ �'/IE_ht'• 1 - - — _ -=_•-� ��`' `�� '; 1,////�/ L2 N 71°34'36" E 21.76' 4 4:' .:. �r, o '11 _ ���a l =•- - 63.50 ` ���o ���' L3 N 55'09'10" E 25.25' �E�j.. ���'! v • rr 12,4 ' °��/- ,/��`� 8224.2, N 62°36'59" E �'I efts\c�! I ��, q,•• L4 N 44'10'11" E 29.51 m \ / �•�� O�:J� �� I II Vi %/ $�ti C�'�s`�d� ' L5 N 58°32'25" E 23.25' cn .co O ��� • , • 15.4 ;'.� 15,4 15:1 74f• 4 • w�/ ��04.,5 cn 4 f. o� p ,�.� k . L6 N 55°03'06" E 26.87' rilL.r.,..15-1111-010131 ♦ajENTRY Wf oL �r�°a./ • j %;w teoj� ' ►`.•� 8224.5' DECK o /, L7N 10.29'51" E22.13' y —y �� O/ �� 1�/ �v �"�' f II — I L8 S 55°01'27" W 7.56' oLD 4 i %_ I m l L9 S 11'07'28" E 13.77' �' �`°o` .�. •�� �'�iwwin ENTRY ® 18:4 , I �II 1 L10 N 54°32'42" E 91.34' �0.����..aims, 8223.3' W - rI CONCISE fE v •1�- ENTRY k (501 8224.6 o \1 DRIVE ti3O �l fn m l 8224.2' //N: ,,,., k .Ir CURVELENGTH LENGTH ANGLE , ��,����• RADIUS ARC CHORD CHORD BEARING DELTA fv 8224 8 _ ► Clo.1� ♦ `���' „ — Cl 14.00 27.81 23.46 N 68°03'01" W 113'51'05" 07;6 ,�Alb00 �i►�:...i• ui c� A ♦4��t4.1.4 II(VIII 05,3 _�. — _� !,�O��j",i ilk `�,�_,_� ul LOT 5 _few-I a�D / .s °a- _ •40---,17, 5.2 r�� '� i °o/D:� ° S I- \ � BUILDING 2 STORY ROCK WOOD ��,; 04 „1/ D .• ... a Oo o °oma/ . OUTLINE / 8225.1' •.N �II °��0/.E ‘=/7,7,i7,-110 _ o./ RESIDENCE ENTRY k k O4 •j ��I/ !, •.o. .DC] °.o* E °��/ �. O �1I` 8225.8' 8235.5' 8 Qro. ,,oO�.E °_�►/ .P °.�0� o. I •D 0 , _ 09.0 �.. oo l DECK�/l.►1 2`30 �4 o ao0� ROCKQ. a c:21.lir �i `� '%� WALL 10 '��=��i� SURVEYOR'S CERTIFICATE �' _OD.� "'q./ ti l 11.0 . l l �� .� o.°<1,7"- o •.o- - /I 1 I Mason L. Torr a Professional Land Surveyor registered under the laws of o �� °��i I l N 62'36'59_' E 21.00' `� . Y Y 9 IIIIIIIIII _e0 - �'D . a �, o °oo/ .. ` . • --:-7-*---- _ - the State of Colorado, do hereby certify that this topographic survey was ° : p o- �� _ ° // ,a� • - - 823s.s' 32:2 �I� ,��� made by me and under my supervision, and that the survey is accurate and Ow _�D - .�� �.°...J./.[D a.o� 25,2 DECK °off/ correct to the best of my knowledge. 611.0 mi �x 0 litia%::i l•w .\ --- -- - �,�• lliif,..�� 1J Mason L �rr; L T 6 %�i� II���I� r BUILDING �' BUILDING Col oradk P.L. 38233nQp� _,�I OUTLINE + to ii ` l + 24.4 OVERHANG '' •a D. 34.6-'. ROCK WALL � 38233 O • - m (TYP) �,' $ • 1 1 STORY • • ,� 9/9/2016 : GUEST HOUSE IN 11 Date. �,1i -•••••-.,._:,�, 8230 I ��i���i:G'%/%�%Ic` 40 �4 N, ir BUILDING ENVELOPE l• - �I 6:7 36 7 35:71 �o4��Pd �r_p��� _ _ was— ..:� .ivpillIllIllimmmmoaupirr (n — .— — — S 62°36'59" W 89.20' + 36,1 /►`ll�� 'i..�\1 6230 W — .— .—.— — ' 36,8 .'- . :7,0-i:-. �111,a• =111% _. `� %Io ol m _ 40 IT �I/ - - 82 \IS _ __ TOPOGRAPHIC SURVEY °° LOT 6 IfiLinamviiiillr--- °I. �I�� +'''ll IIS II �IIII LOT 6 IP rn 0.954 AC. \w\ I 1726 . %I���`' /�� SECOND AMENDMENT LIA ZNEIMER SUBDIVISION .,,, k $250 TOWN OF VAIL EAGLE COUNTY, COLORADO 41199 HIGHWAY 6 & 24, EAGLE-VAIL �����"" P.O. BOX 1230 �������"'"��v, 8252 "�p��� %p�ii� 431.6TOPO DATE: 8/22/16 E(970)949-1406, CO. 81632 //I�I���v` �� DRN. BY: M. POST PAGE: 1 OF 1 J 0 B No. 431 .6