Loading...
HomeMy WebLinkAboutB11-0496 REV07 ILC / FOUND No. 5 REBAR / WITH 1Y2" ALUMINUM CAP�_ C� GENERAL NOTES L.S. No. 28267 �20 1. THIS IS NOT AN IMPROVEMENT LOCATION CERTIFICATE. THE SOLE PURPOSE OF T THIS EXHIBIT IS TO SHOW THE AS-BUILT FOOTER LOCATIONS. C21 2. � DENOTES AS-BUILT SURVEY LOCATION FEBRUARY 25, 2015. FOUND No. 5 REBAR 3. SHADED AREAS INDICATE FOOTERS POURED TO DATE. �� WITH 1Y2" ALUMINUM CAP �O 22 / / L.S. No. 28267 ^ G N' / J � �� �P�> � / � W �O�R�GN�/O�/ � / �-�. �.�P�� �° � � GRAPHIC SCALE -�� s �O <�N��� G� , � � 20 o i o 20 40 / � FOUND No. 5 REBAR / � ��WITH 1Y2' ALUMINUM CAP / \ L.S. No. 28267 ( IN FEET ) � � 1 inch = 20 ft. / \ � PEDESTRIAN EASEMENT S�MEN�682� � � (RECEPTION No. 201403458) v��L����N N°' �� 8112.� / / i / (SHADED AREA) � ' � ���G�P�\ / / � � o �� o. / � / � i � � SHORING WALL � �� i � i � / Z FOUND No. 5 REBAR � \ � � � WITH 1Y2" ALUMINUM CAP � � � O L.S. No. 28267� 8112.� � \ i N �-] � i 0 � � \ � 8112.0 � H / � , o � i ,�� o o O / � V / \\ / / ��/ � � ^ 'n � V� VL \ �� � N I � x LINE TABLE �2� \ � �/ LO T 1 � � � � LINE LENGTH BEARING � �! � � � �� 44.19' S23°03'00"E i i 8112.5 (RECEPTION No. 201403458) � � D I-I L2 21.50' N66'57'00"E 1.569 ACRES oo O v �J L3 16.55' S23°03'00"E STEP = 8112.5 � STEP = 81120 � � L4 40.47' S69°44'54"E � � DDRESS: 705 WEST I.IONSHEAD CIRCLE � .. � � a? � L5 19.02' S20°00'00"W � � � � L6 16.91' S57°56'00"W D �7 34.34' S40°21'26"E � (n � L8 42.68' N40°21'26"W UTILITY EASEMENT ��/ �8112.0 (n r L9 3.95' N67°05'S7"W (RECEPTION No. 20146799) � \ L10 16.68' S21°21'06"E (HATHCED AREA) � L11 19.61' S43°51'06"E 8112.0 i �� � i � � L12 2.42' S66'57'14"W � � � � L13 11.17' S23°02'46"E � \ L14 2.42' N66'57'14"E '�o/��; � � � � \ �� � D L15 10.91' S23°02'46"E o\ � \ � � � 8112.0 �7 L16 16.71' S87°54'26"E r'- � � � � � � Z L17 19.36' N81°06'08"E /� � � � � �:� 8112.4 � L18 19.35' N73'25'22"E / \ \ � � � � v L19 19.86' N74'05'59"E �d'�� � -� , � � � L20 19.38' N59'25'35"E �6'.j�\ \� �' � � � / / � ��/ \� L21 13.85' S18°43'31"E i ��j � � 8112.2�� � - L22 58.44' S73°57'24"W y� � 8112.4 � 8114.8 L23 11.10' S77°32'24"W ��� � � \ � - - _ _ _ _ _ _ L24 9.66' S86'26'41"W �^2� �i � 8112.4 _ 8112.4 � L25 16.51' N79°48'28"W � � � \ STEP 8114.8 � � �26 6.37' N15°31'58"W i � � � � � 8114.8 � � ��� \ � CURVE TABLE �° � � � � / � CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING � i � 8112.4 /,q�� �� I C1 4'19'01" 3650.00' 275.01' 137.57' 274.94' S66'16'32"W .. � u; Q � �, /��.p�� o, C2 90°47'25" 25.00' 39.61' 25.35' 35.60' N66°10'14"W �� 'c,�� 566° o C3 18'46'32" 125.00' 40.96' 20.67' 40.78' N11'23'16"W � � � C4 94°46'27" 150.00' 248.12' 163.05' 220.78' N45'25'36"E U, � C5 4'09'27" 289.00' 20.97' 10.49' 20.97' S89'15'51"E VAIL S P A � L�Z � �, � � � C23 C6 89°49'15" 5.00' 7.84' 4.98' 7.06' N24'S2'27"W C 0 NDO MINIUMS < � 10 � o+ � � C7 19°16'38" 150.00' 50.47' 25.47' 50.23' N55'07'46"E �0 �� � g o� C8 OMMITED ��` < 8114.6 I (RECEPTION No. 191852) � � 8112.4 00 � 8112.4 C9 OMMITED ' C10 2°20'01" 150.00' 6.11' 3.06' 6.11' S88'21'14"E (OWNER: VAIL SPA CONDOMINIUMS ASSOCIATION) •��� �-1 �s 66°�� STEP = 8114.8 `a \ C11 17°42'01" 150.00' 46.34' 23.36' 46.15' N81°37'45"E N r� 32'�g�w� C12 8°00'42" 150.00' 20.97' 10.50' 20.96' N68'45'S7"E a�� �` MU 8S•0� ` �'� C13 15°15'09" 150.00' 39.93' 20.08' 39.81' N37'52'20"E � EASEMETVAI ANp � `V C14 7°27'12" 150.00' 19.51' 9.77' 19.50' N26'33'07"E � fASEMENT NT (BOpK Re��PRO� C15 933'20" 150.00' 25.02' 12.54' 24.99' N18°02'S2"E �R��D�NT Mq�AT pq���CESS , C16 15°13'49" 150.00' 39.87' 20.05' 39.76' N0539'17"E EXH I B I T EPT��N No TENANCE 6j5� ANp ° ��� 50°59'48" 8.24' 7.33' 3.93' 7.09' N31'29'11"E L4 86g68S) AGREEMENT `� C18 6°26'59" 360.79' 40.61' 20.33' 40.59' NO2'45'47"E C19 1032'05" 210.00' 38.61' 19.36' 38.56' N08'38'59"W I HEREBY CERTIFY THAT THIS EXHIBIT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT ENZIAN AT VAIL N19°48'32"E-43.50' C20 90°47'25" 25.00' 39.61' 25.35' 35.60' N66°10'14"W FOUND No. 5 REBAR SURVEY PLAT, AND THAT IS IN NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF �,g S67'10'12"E-8.92' C21 25°06'S1" 25.00' 10.96' 5.57' 10.87' N33°19'49"W FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES. C O NDO MINIUMS WITH 2" ALUMINUM CAP L.S. No. ILLEGIBLE �22 1°57'44" 3650.00' 125.00' 62.51' 124.99' S67°27'11"W I FURTHER CERTIFY THAT THE IMPROVEMENTS SHOWN ON THE ABOVE DESCRIBED `y' C23 6°52'32" 150.00' 18.00' 8.93' 17.99' N01'26'16"E (RECEPTION No. 133690) C6 °j� C24 9°48'44" 150.00' 25.68' 12.87' 25.65' S87'54'32"W PARCEL ON THIS DATE, 02/17/15, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE (OWNER: ENZIAN AT VAIL CONDOMINIUMS ASSOCIATION) � / C25 0'07'36" 3620.00' 8.01' 4.00' 8.01' N64°09'25E PARCEL, EXCEPT AS SHOWN. � / O�PQO REG�S,T� � ACCESS EASEMENT / C9 �, � �- (RECEPTION No. 201406801) `O � � PARKING EASEMENT (HATCHED AREA) �q�'I N26'35'33"W�9.29' 27598 (RECEPTION No. 201406800) ��' (TIE) � _. �_________ o (SHADED AREA) O' �� � �'� � BRENT BIGGS � 02�25�20�5 � (SEE DETAIL) rp `� COLORADO P.L.S. 2.•��,/O� 5��� EA EME TL BOOKR237 AOTC PAGE 675 11 �'�O' �6 g6 / � AL LAN AND EASEMENT AND JOINT 66 MAINTENANCE AGREEMENT � (RECEPTION No. 869685) �� G � N7933'21"E-24.32' G (TIE) � g �� �� � HOLY CROSS ENERGY 6'I' r� ��� � UNOERGROUND RIGHT-OF-WAY 36' � o - � //�L2 EASEMENT (RECEPTION No. 20146650 'S83°03/ AND UTILITY EASEMENT � 3�E � � N8137'45"E (RECEPTION No. 2�146799) �/28•55' 2� � / �23 46.15 G�2 (HATHCED AREA) � V'Cp. �7J1 - � � C5 C11 -��,,,� EXHIBIT c�o S� �,j�O LOT 1 � CONCRETE � � RETAINING WALL .��� � � �j. STRATA AT VAIL S -g � �P�> ,�' �,�,, TOWN OF VAIL, PEDESTRIAN EASEMENT -�n��j � (�`� � �F� � (RECEPTION No. 201403458) v� v EAGLE COUNTY, COLORADO (SHADED AREA) < o R��N� �� �� PEAK LAND CONSULTANTS, INC. � D R A W N: J F C H E C K E D B Y: B B PH:(970)476-8644 FAX:(970)476-8616 SHEET � Of � 1000 LION'S RIDGE LOOP, SUITE 1D � DATE: 02/17/15 PLC JOB#: 1621- va��, CO 81657