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HomeMy WebLinkAboutDRB17-0025_Topo_1492808280.pdf k•i aC IS 147 OW fr. tP NOTES: DRB APP ROVED E • 'TRIC TRANSFORMER 2/152017 1) DATE OF SURVEY: 9/14/2016 4.39' 12:03:00 AM ..6.',,- ELECTRIC METER 2) LAND TITLE GUARANTEE COMPANY COMMITMENT NO. 50015900 DATED AUGUST 3, 2006 S47'44'27"� -� `0 SEWER MANHOLE WAS RELIED UPON FOR ALL TITLE AND EASEMENT INFORMATION. 5.15' 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL /` \i\ N ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS TV PED � / AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ,\ , ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE / �\ W �� E THANHERETEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN N. / • • N / SEWER LINE 4) BASIS OF PROPERTY LINE LOCATION: PREVIOUSLY FOUND MONUMENTS AT NORTH CORNER LOT 11 AND SOUTH CORNER LOT 5, BOTH PLAIN NO. 6 REBAR. THE WEST WOOD FENCE N / 10.0' zO;RQo•\ 10' EASEMENT TO VAIL CORNER LOT 5 (REBAR AND WASHER) AND SE CORNER LOT 6 (PLAIN NO. 6 ♦ •ki Li• 5.0' VALLEY CONSOLIDATED S REBAR) WERE ALSO FOUND AND MATCHED THE PLAT BEARINGS AND DISTANCES �1 ��:� WATER DISTRICT WITH THE SOUTH CORNER LOT 5. THE EAST CORNER LOT 10 (REBAR AND ri _ �. �� (BOOK 340, PAGE 442) % ��� �� 0' 10' 20' 30' WASHER, SLIGHTLY DAMAGED) MATCHES THESE PINS REASONABLY WELL. THE �'''�i 0.6' 6R ORIGINAL PINS SET IN THIS SUBDIVISION WERE PLAIN NO. 6 REBAR. / 0� ,,I, �'� 6p 5) BASIS OF ELEVATION: SEWER MANHOLE SE OF E PROP COR LOT 10 INV=7958.34. LOT 3 // �I �u,�i '•6' N N LOT 11 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE / ��\��, 6 AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD / • '1/1�i. 1 S .. BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND / gg Or S SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. / ��� 0: Dji� ���("'I' 1\ �' 78„ 7) POSTED ADDRESS: 2627 AROSA DRIVE. / AN // 0.4' �. r ,�9 / 8) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF / it,. (;/j` ' �3• / 1' ROCK & CONC. WALL EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE ;frIll , �� %'=•' ' 40Z'-;••m..--'41111 ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. / �% • •,...... l•Il �►•t / N " 9) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN / °-•''''1 ��'..` = `''-`' e •N OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL / 0.6' ziTO� � 014.0111%,�41 N SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. / / '\1�II g$ ��.h�O��� ! � >' //�' / �'� �frdv �/ °'ak A11Qi���j/ii * . A 'N STORM 10) BUILDING SHOWN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR !��%� • ����� •\ DRAINAGE MATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED UPON / °•' ,.-41 11 ' ������U N•\ N \AN EASEMENT FOR ADDITION DESIGN. / + 76,s ,/ VIP \ (BOOK 663, PAGE 176) \ V!' / AIN BLOCK + i�; =I ��� 0=417441114�` Nar \\\ \ SEWER MANHOLE AO WALL I • UTILITY / / x ' ...op �� \ 9 EASEMENT • 76,8 DECK �� off_' \ 7' EL=7977.7' 4� �. A\ / 7970 IV j"Ilkill. SEWER •\ iiiit..\-':4411411iir:, \/ CLEANOUT ► 52',..n A� / 44 ENTRY 6s.2 IP �. �l♦ °`' / ��� � LOT 10 EL=7978.0' / � +:,.,� 0 . �� // 0.5' t�►� 0.2708 ACRES X ,„,..-•� ' ••,•\ \0:, �._. %g404 '�� `, . • '. .�i �� 1r'�.* .,±. ';..,# 66,2 ti / PVCs �'l/1� GARAGE SLAB ° • • t��S����'°` ' ` � �� Atte! Ems'" / / 0. •. 140, EL=7965.3' •• �• • 0.8' ,=4::-.;-'-'.:...,..4t:;.!.11"11~00' : ,1'� � ` 0.8' v. . A a •.. 643 '/'1,' ykr�! ��;' .��'_'" .•^;. ... _ / •e "�e_� ♦ .``-St. '514:: DRAIN / ' 2 STORY WOOD FRAME/ dv • " e' e"' a �'� �/�� �� \ ,'.. .r:;> `7 44. STUCCO HOUSE -..•,.- / GARAGE SLAB .e . . 4 . v '� ,;•:a�::� EL=7965.3' A. ,. v\ /1 '`3r:: // 04 40 / X e d '• a . . 0.6 `:.h4 •• ::.,4: ,a WATER VALVE / ENTRY / ° • ° ° • �� �`.?; e 4. a •O v :`x"' .,: 44. EL=7978.0, ° eg e . 4 •v - r..,i .:.. 4. \ / / ROOF PEAK e - • :+ ASPHF DRIVE�Q/Al:: " e a� 4w;:I:;:::.,...7....; EDGE ASPHALT ROCK WALL /4. / 7993.1 a. v ! • v' •• v . ° a • ° :,;.;: . ° • Q e. v''• • • ° ° SEWER MANHOLE / o� 0.4' • • 'd • v • ° ' • • • e . is CURB & GUTTER INV=7958.34 \ 1" ,,, ' 44.4 I // ROOF PEAK •° • e as :ev q.• °. ° •° .,-• BASIS OF ELEVATION / B 7996.2 COVERED a • a e // ,6 ` ENTRY ° • : 'e ° v �• .:�::L °' DECK :41.'. v ,: ft / � ENTRY ' ��/ gWATEPF •' . a.. a :4 ' .::::,..7'''.7CONC PAN ,irURBTOP aLOT 4 / 41 �jll �,� :.ijP:, i s 0.4' GAS METER EL=7973.1' ; I e • ° TV PED ��� • o.s' 1( 0'= ROCK WALL *I /-,,e, (TYP) 4 .C7 6 , / r =.�._; i' ,d4 • a t va: ' '` /,_ _41 41.044 116..1*,1 rtir,k, ;;;" 4ikiv 401 �.? • �:;=• SURVEYORS CERTIFICATE �� "'�'-'%��/� !;_ os' 04• °4 � ____.........4 � ��` •r �4.1,... #40,-�►� % �� V,....';';':,,.. , Michael J. Post, a Professional Land Surveyor registered under the laws of ���� '" 1�1� % �1�1 �►�/ 41r00%•-•�� � > i� dQ the State of Colorado, do hereby certify that this topographic survey was / N ►�w 0.4' 7•3 ����, ` �(I� FLAGSTONE U_ E� °- �� ,��.� _:,; � made by me and under my supervision, and that the survey is accurate and 6�3 �� i�.� . v� STEPS/WALK ����'�. .:: S' R l j _�'�, �,!� /// AA L 4��JO" ►; correct to the best of my knowledge. 11/ '---1--. 1-?=--- "14..,„ 74, I�,iLO o ��IP,' � i •1''��� ��`• Michael J • LOT 9 '�';v �� 9,0 ■mo k.. 0 Coloradr; •4 7• 01"6••: , ;8.8 + 68.8 �� .. . , if 0.6 '''1 i, o.s' I ` . 'A� u"!"' , : 30116 VI i �� 0.8' :N.; Dat --1151L- DENOTES DECIDUOUS TREE W/ APPROX. TRUNK DIAMETERIt //_._ '; O. 11 ;�\ .l*wok&Ii%�� �I ='''' v SAL LA���#I 1.5' . . r.1�.14. .. ✓ DENOTES CONIFEROUS TREE W/ APPROX. TRUNK DIAMETER ` \ 1) ":''` x.x' as' � -_ i ,*),':',e;•,- TOPOGRAPHIC SURVEY 4''4, A4,7,., ,,,...,/ = LOT 10 BLOCK C _ __ _______ __ _ _ _ _ ____ W `' VAIL RIDGE 41199 HIGHWAY 6 & 24, EAGLE-VAIL PHONE PED 60 •�'"`•• TOWN O F VAIL, EAGLE COUNTY, COLORADO P.O. BOX 1230 1g 1585T0P0 DATE: 9/15/16 EDWARDS, CO. 81632 (970)949-1406 f;:::=.' DRN. BY: M. POST PAGE: 1 OF 1 JOB No. 1585