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HomeMy WebLinkAboutBUFFEHR CREEK LOT 26 TOPO MAP.pdf TOPOGRAPfilC MAP LOT 26B BUFF R CR K TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO NOTES: 1) Survey mate: September 19, 2002. 2) Location of improvements, lot lines, and easements are based upon the Duplex Plot of Buffer Creek, Lot 26, a I!OT 25 resubdivision of Lot 26, resubdivision of Buffer Creek and Survey Monuments, as shown hereon. This Survey does not �~ r. FOUND #4 REBAR constitute o boundary survey nor any investigation into record °--- S$0'3g'2,2" _ ._ ._ / easements or encumbrances associated with this property. UT1 3) ELEVATION DATUM: 98.5' for the garage slab at entrance U7Y EA-4�EMEN� _. FOUND ALUM, CAP ON to garage. #5 REBAR PLS 4551 4) CONTOUR INTERVAL: 1 foot. 5) Utilities are shown approximately and should be field z verified prio.- to excavation, ti f I rn ° 6) Marcin Engineering does not warrant or certify to the CL e integrity of any Digital Data supplied in conjunction with this l , 1' map and survey. COVERED ` CH LOT 268 RdC-K 0 a 7) STREET ADDRESS: 1987B Circle Drive. (posted). 4 � ry �� 4,613 sq.ft. ,r wQ�-_ ' 2' 10.1059 acres SEWER MANHOLE SHED �, l 197 RIM = 99.7' I, Stephen R. Wu jek, a Registered Professional Land Surveyor in / the State of Colorado, hereby certify that this TOPOGRAPHIC SURVEY was done by me or under my direct supervision, and a 2 STORY ,'Q R�Q .� that it was performed using the standard care and practice WOOD FRAME �, used in the area at the time of the survey. The Notes hereon Lp "rn. DWELLING ,, ,, CIRCLI; DRIVI; are a part )f this certification. #1987 ti }0' R - 0 W 1 )'I 266 sae s ( ) r e ei ilt H f A ti COD ` «.,« Gij�� STEPS Z� = 23'21'32" �58 4 I I r �-- , R = 125.00' t I l ! U) 24.2' _ 50.96' �,,`���p,•*««�.�." �'� a ASPHALT CB = 50219 0$ 1= Stephen R. Wu jek PLS 22589 ! 1 STORY a / CH = 50.61 Colorado 'Registered Professional W GARAGE DRIVE Lund Surveyor rn �, C RIDGE j N 109.8' 04 BM=98.5 / 24,2' i 36.39' Tv ' ELECT. 1 N86-1 )4'7M� TV y ry -� `�-- ------TV -T--- CA TV ACCESS, UTILITY. & ENCROACHMEN I EASEMENT P E D TEL FOUND ALUM. CAP ON PED _ EL #5 REBAR PILS 16827 GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET � i inch = to ft. TOPOGRAPHIC MAP LOT 26B MARCIN ENGINEERING LLC BUFFER CREEK - - 1'0WN "v OF VAII,, C O U N'IY {)l,, FAG s'f'A7'EOFCOLORAI)U NOTICE: According to Colorado law you MUST commence any legal - - P.O. Box 2 P.O. Box action based upon any defect in this survey within three years ORAWV .8 Y• JS� �A�. SEPT. 26, 2002 AVC*o CO 20 EAGLE, C* MW after you first discovered such defect. In no event, may any (970) 748-�0►274 action based upon any defect in this survey be commenced more SRW 4215�TDP l77/VJ �!� L/ � �� 328-19W than ten years from the date of certification shown hereon. BY. A &� �: (970) 748—W21 FAX (970) 328—IM FAX N 02157 SWET 1 OF i TOPOGRAPHIC MAP LOT 26B BU F R CR K TOWN OF VAIL COUNTY OF EAGLE STATE OF COLORADO NOTES: 1) Survey hate: September 19, 2002. J 2) Location of improvements, lot lines, and easements are 4, VOT 25 based upon the 'Duplex Plat of Buffer Creek, Lot 26, a r resubdivision of Lot 26, resubdivision of Buffer Creek and FOUND #4 REBAR Survey Monuments, as shown hereon. This Survey does not -� SAO38. ;, constitute a boundary survey nor any investigation into record E _ j t Ii;,- --- _- easements or encumbrances associated with this property. UT'U'i� &4SE, 3) ELEVATION DATUM: 98.5' for the garage slab at entrance FOUND ALUM. CAP ON to garage. #5 REBAR PLS 4551 4) CONTOUR INTERVAL: 1 font. a co �}s V 41 5) Utilities are shown approximately and should be field verified prior to excavation. r N O 1 6) Morcin Engineering does not warrant or certify to the -J5 — - - M integrity of any Digital Data supplied in conjunction with this s _ f map and survey. ry �✓ COVERED ) co r LOT 26B RQCKf 7) STREET ADDRESS: 1987E Circle Drive. (posted). �✓ i 4,613 sq.ft. r WALE ', 0.1059 acres J '�— SEWER MANHOLE _ SHED �, �� 1987 f �RIM = 9�.7' r_ ��. / I, Stephen P. Wujek, a Registered Professional Land Surveyor in ` - the State of Colorado, hereby certify that this TOPOGRAPHIC l Z SURVEY was done by me or under my direct supervision, and r' 2 STORY Q that it was performed using the standard care and practice WOOD FRAME �Q / l� - - y DWELLING 4 Z°Ih' '1aE; 1.3I�I f ' are dafpafrte:,frthisacert ficamonof the survey. The Notes hereon X11987 - LOT 26A i � �+�' Q�e � Q (.5o, IR 0 Vk ) �t�511v9ii,.,. WOOD = ,tint\� q H STEPS P • •+;� i 23'21 '32" ':.Q vim; : I �1 .9 Q ��' r � R = 125.00 �,; ,� ? I 3 f T T 25.84' ��; "a I I J 0 24.2' ,, L = 50.96' ,,I~ ••• •.•" .`, .01 V • ,.•, U •1 llAJ1t1191111� I 4, z CB = S02 19 08 E Stephen R. 4Vu jek PLS 22589 1 STORY ASPHALT c,+ v !" i r c GARAGE ©RIVE CH = 50.61 Colorado Registered Professional n rn Land Surveyor N > rJ RIDGE, .— 13M=98.5 UI I • ��� � t 14.2'86 , a N '1 a4? E \ � � ELECT . � ETE1~t r n I �• f--- ---�v' Tv Tv� f 1 ACCESS, UTIUV. & ENCROAew+M> N /_ASEMENi w� -CATV 10-1 J- PED TE LE. - -- - -- , _�• ---•-'EL FOUND ALUM. CAP ON � rc- - - - #5 REBAR PLS 16827 PED I,01, 4 GRAPHIC SCALE 10 Q 5 10 20 40 ( IN FEET j I inch = 10 ft. TOPOGRAPHIC MAP LOT 26B 11,rIARCIN ENGINEERING BUFFED CREEK LLC fc WN OF FAIL, COUN'f')" OF EA(',I,E, rA'l l; OF COLOP-,n)() )() NOTICE: According to Colorado law you MUST commence any legal JSM �Q. R7CJX � P.O. �x action based upon any defect in this survey within three years E�+PANN $ QA SEPT S�f T �rJ�, ���2 P.O. EAGLE, after you first discovered such defect. In no event, may any action based upon any defect in this survey be commenced more �97�, �����w ��� ��a_ than ten years from the date of certification shown hereon. Q5+£QYED BY '�'�W ARA11�1MG ND.: D2TJ`7Tf)P a `'# ( ) V (970) 748 W21 FAX (970) 328--IM FAX N .: