Loading...
HomeMy WebLinkAboutB11-0496 Foundation ILC GENERAL NOTES: FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP�_ C� L.S. No. 28267 � 1. THIS IS NOT AS IMPROVEMENT LOCATION CERTIFICATE. THE SOLE PURPOSE OF THIS EXHIBIT IS TO �� SHOW THE ASBUILT FOUNDATION WALL LOCATIONS. 2. XXXX.X' DENOTES TOP OF FOUNDATION WALL ELEVATIONS AS OF OCTOBER 14, 2015. C21 3. FOUNDATION WALLS WERE UNDER CONSTRUCTION AT THE TIME OF FIELD WORK. �FOUND No. 5 REBAR �� WITH 1Y2" ALUMINUM CAP O �i� L.S. No. 28267 �` � � Y / �i � � �� �P�l ��/ � W .g,�� � o �\��,�-°� /��;' 2o.s' � � � � o �� \N-�EFZ�'�P�� i�/ N 19.7' (7.9') �� < G1 �� � � � � 8�s2.s' i � �FOUND No. 5 REBAR i� 8162.8' WITH 1Y2" ALUMINUM CAP �i , L.S. No. 28267 i� 1��? �MEN� �� PEDESTRIAN EASEMENT �� EP�682� �� (RECEPTION No. 201403458) ��(\�-� o � �� (SHADED AREA) �� �GEP�\�N N ��/ lRE �i i i o� i i '� � �1�1 /� 6'- L`J FOUND No. 5 REBAR � Z � WITH 1Y2" ALUMINUM CAP i� � L.S. No. 28267� i� N � i CONCRETE i� � WING WALL � � r / i 9� o ,� '-' � r' � o � o. �� O ,� o �� � � .✓ �/� � c� �� a�sa.s' I � � LINE TABLE �2� LO T 1 -' ° � LINE LENGTH BEARING 8173.5' � � � �� 44.19' S23°03'00"E 816� �� (RECEPTION No. 201403458) I � D I----I L2 21.50' N66°57'00"E (1.569 ACRES) � � �'J L3 16.55' S23°03'00"E ADDRESS: 705 WEST L�ONSHEAD CIRCLE 8162.6' o • � L4 40.47' S69°44'54"E N � L5 19.02' S20°00'00"W 8163.1' N � �-'i L6 16.91' S57°56'00"W � � �7 34.34' S40°21'26"E � (� L8 42.68' N40°21'26"W � � L9 3.95' N67°05'57"W UTILITY EASEMENT (RECEPTION No. 20146799) 8165.0' L10 16.68' S21°21'06"E (HATHCED AREA) 0 L11 19.61' S43°51'06"E L12 2,42' S66°57'14"W � L13 11.17' S23°02'46"E � L14 2,42' N66°57'14"E � /c,\ D L15 10.91' S23°02'46"E �� � � L16 16.71' S87°54'26"E �: Z L17 19.36' N81°06'08"E /�6'\ � L18 19.35' N73°25'22"E /�. v L19 19.86' N74°05'59"E ���\ L20 19.38' N59°25'35"E "�rn j� L21 13.85' S18°43'31"E L22 58.44' S73°57'24"W ' L23 11.10' S77°32'24"W y/ "�-� 8163.1' �F`�//'�' 8162.5' L24 9.66' S86°26'41"W �Z� 8154.4' 8146.4' L25 16.51' N79°48'28"W 8149.3' ��J J 8149.0' L26 6.37' N15°31'58"W �• 8146.9' CURVE TABLE �+ � .�2� CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING Q �+ '�o_ /�0 8145.3' C1 4°19'01" 3650.00' 275.01' 137.57' 274.94' S66°16'32"W � \ C2 90°47'25" 25.00' 39.61' 25.35' 35.60' N66°10'14"W EXHIBIT � ��o. �,p0 F,� C3 18°46'32" 125.00' 40.96' 20.67' 40.78' N11°23'16"W I HEREBY CERTIFY THAT THIS EXHIBIT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT � $60 �, ���p0��� 2 i9 8145.9' C4 94°46'27" 150.00' 248.12' 163.05' 220.78' N45°25'36"E SURVEY PLAT, AND THAT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF c ^ � c�66 �u; C5 4°09'27" 289.00' 20.97' 10.49' 20.97' S89°15'51"E FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES. VAIL �7 PH �� L�2 O u,� �o \ , � C23 C6 89°49'15" 5.00' 7.84' 4.98' 7.06' N24°52'27"W C O N D 0 M I N I U M S 1 �= 0 19 16 38 150.00 50.47 25.47 50.23 N 55 07 46 E I FURTHER CERTIFY THAT THE IMPROVEMENTS SHOWN ON THE ABOVE DESCRIBED '� � g�� �o_ � � N C8 OMMITED PARCEL ON THE DATE, 10/15/15, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE CA. 6 �' < � C9 OMM�TED PARCEL, EXCEPT AS SHOWN. Q RE�, (RECEPTION No. 191852) o e ��0� � � "�� ��3.� ` 508, C10 2°20'01" 150.00' 6.11' 3.06' 6.11' S88°21'14"E O�Q,� /s',,F� (OWNER: VAIL SPA CONDOMINIUMS ASSOCIATION) �l '6'. �� J o- 6 ` C11 17°42'01" 150.00' 46.34' 23.36' 46.15' N81°37'45"E 6 N� 32'7 C12 8°00'42" 150.00' 20.97' 10.50' 20.96' N68°45'57"E � � g�� 6� �` MV 6 w 85 0� � ^ C13 15°15'09" 150.00' 39.93' 20.08' 39.81' N37°52'20"E rV C14 7°27'12" 150.00' 19.51' 9.77' 19.50' N26°33'07"E o �759 5 0 111 <� EA EM N�EAND���� 23��PR��AI q ` `� C15 933'20" 150.00' 25.02' 12.54' 24.99' N18°02'52"E � ���� �v 0/l�T AT p CCESS C16 15°13'49" 150.00' 39.87' 20.05' 39.76' N0539'17"E O 5 F��j�Nq N�S��� .�,- �RE�EPT��NMNONT8 9N� AcREEN� � C18 6026 59', 360.79' 403 1' 209 3' 40.059' NO2°45'47'E DATE:__ I_I�I�---- ---------------- L LA------------------ .� �4 85� MENT � C19 1032'05" 210.00' 38.61' 19.36' 38.56' N08°38'59"W BRENT BIGGS ^ r� N19°48'32"E-43.50'�� C20 90°47'25" 25.00' 39.61' 25.35' 35.60' N66°10'14"W COLORADO P.L.S. No. 27598 ENZIAN Hl VAIL FOUND No. 5 REBAR G9 S67°10'12"E-8.92' C21 25°06'51" 25.00' 10.96' 5.57' 10.87' N33°19'49"W FOR & ON BEHALF OF PEAK LAND CONSULTANTS, �N�. C 0 ND 0 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 � C23 6°52'32" 150.00' 18.00' 8.93' 17.99' N01°26'16"E (RECEPTION No. 133690) C6 °� C24 9°48'44" 150.00' 25.68' 12.87' 25.65' S87°54'32"W (OWNER: ENZIAN AT VAIL CONDOMINIUMS ASSOCIATION) h / C25 0°07'36" 3620.00' 8.01' 4.00' 8.01' N64°09'25E � / � / �9 ACCESS EASEMENT �- (RECEPTION No. 201406801) �`O PARKING EASEMENT (HATCHED AREA) Q,'I N2635'33"W�9.29' (RECEPTION No. 201406800) ��' (TIE) (SHADED AREA) O� !, � G'�� (SEE DETAIL) 1� rQ MUTUAL AND RECIPROCAL ACCESS 1 +oO��g6 / EASEMENT (BOOK 237 AT PAGE 675) •�� AND EASEMENT AND JOINT 66 MAINTENANCE AGREEMENT (RECEPTION No. 869685) �0 G� N7933'21"E-24.32' G (TIE) ��9 �� �� � UNDERGROU�ND RIG�HTS OF EWAY �6� � �� - L� /�� �2 - - EASEMENT (RECEPTION No. 20146650 -583°03' � AND UTILITY EASEMENT � 38"E 28.55� = � N8137'45"E (RECEPTION No. 20146799) ��// 24 �23 46.15' G�2 (HATHCED AREA) ��- `>> � � � C5 �" -��,� IMPROVEMENT LOCATION EXHIBIT c�o � �,j� LOT 1 � GRAPHIC SCALE CONCRETE � -�S � 20 0 10 20 40 RETAINING WALL ��O � � .�. STRATA AT VAI L S -�(�'L �� ,�' �,� TOWN OF VAIL, PEDESTRIAN EASEMENT -�n�� � G� `-' O��`NP � (RECEPTION No. 201403458) V° R��N�C � �� EAGLE COUNTY, COLORADO PEAK LAND CONSULTANTS, INC. ( IN FEET ) (SHADED AREA) `5p .� � 1 inch = 20 ft. DRAWN: RDG CHECKED BY: BB PH:(970)476-8644 Fax:(s�o)4�s-asis SHEET � Of � 1000 LION'S RIDGE LOOP, SUITE 1D DATE: 10/15/15 PLC JOB#: 1621 .4 VAIL, co a�s5�