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HomeMy WebLinkAboutLand Use Case.855 Bay St.0007.2016.ASLU/ / O / / _5 j / / 4 \ / ION" A% Ali o Bgys / vL� �,�� Y„ \\ \ \ % \ \ v v 4 f w / 4 / 0/ Q r J STREAM MARGIN REVIEW AREA EXISTING RETAINING WALL TO BE REPLACED AS A RESULT OF TRAIL IMPROVEMENTS AND RE -ALIGNMENT, SEE CIVIL DWGS FOR LIMITS OF WORK 1/ EXISTING TRAIL TO BE RESURFACED, SEE CIVIL DWGS FOR LIMITS OF WORKmew ° k I EXISTING BRIDGE —,, ! / / / / �Ak, FTS l% L :f RESIDENCE i� /tv2J u _J \ OV O j O � /Q / ° �'°o� / ❑ o�� / 100 / o� J C� p04C) ®� / 44 o AA a; J* / / \ N 0 10 20 40 SCALE: 1"= 20'-0" /1 NOTES: 1. SITE PLANS ARE PRELIMINARY AND ARE BASED ON THE SCHEMATIC DESIGN FOR THE PROPOSED RESIDENCE AND TRAIL. 2. DRIVEWAY TO BE RE -CONFIGURED AND EXTENDED DUE TO RE -ALIGNMENT OF OKLAHOMA FLATS TRAIL IN COORDINATION WITH THE CITY OF ASPEN. 3. RE -ALIGNMENT OF OKLAHOMA FLATS TRAIL WILL BE COORDINATED WITH CITY OF ASPEN. 4. SEE CIVIL DRAWINGS FOR LIMITS OF DISTURBANCE, GRADING AND WALL AND TRAIL DETAILS. 5. TOP OF BANK TO THE EAST OF THE OKLAHOMA FLATS TRAIL HAS BEEN DETERMINED BY THE CITY OF ASPEN ENGINEERING DEPARTMENT AND SURVEYED BY SOPRIS ENGINEERING. TOP OF BANK AS IT CROSSES THE OKLAHOMA FLATS TRAIL HAS BEEN INTERPOLATED BASED ON SURVEY CONTOURS AND EXISTING CONDITIONS PHOTOGRAPHS. FINAL TOP OF BANK AS IT INTERSECTS WITH THE OKLAHOMA FLATS WILL BE DETERMINED IN THE FIELD WITH THE CITY OF ASPEN ENGINEERING DEPARTMENT. TO BE SURVEYED WHEN WEATHER AND SNOW CONDITIONS PERMIT. LEGEND: — BUILDING ENVELOPE EXISTING TREES TO REMAIN HIGH WATER LINE AS SURVEYED PROPOSED ASPHALT PAVING, BY SOPRIS ENGINEERING SEE CIVIL DWGS PROPOSED CONCRETE d - 100' OFFSET OF HIGH WATER LINE PAVING, SEE CIVIL DWGS / STREAM REVIEW AREA PROPOSED RETAINING WALL, TOP OF BANK AS SURVEYED BY SOPRIS SEE CIVIL DWGS ENGINEERING IN COORDINATION WITH REFER TO 855 BAY STREET THE CITY OF ASPEN STREAM MARGIN EXEMPTION PLANS STREAM MARGIN SETBACK g �� I a STREAM MARGIN REVIEW AREA PER 1999 PLAT ® 15' OFFSET BASED ON CURRENT TOP OF BANK 100 YR FLOOD LINE PER FEMA MAPPING LANDSCAPE ARCHITECTURE LAND PLANNING URBAN DESIGN 311 Main Street, Suite 102 Carbondale, CO 81623 ( 970.963.6520 10 Civil Engineering PO Box 9554 Aspen, CO 81 61 2 1 970.948.7474 Structural Engineering 215 N. 12th Street, Unit E Carbondale, CO 81623 970.927.5174 REUSE OF DOCUMENT This document is the property of DHM Design Corp. The ideas and design incorporated on this document is an instrument of professional service and shall not be used for any other project without written authorization of OHM Design Corp. ICU U) -+-a CU UL ICUE 00 C U CCSC O� Q 14419.01 01.06.16 RAIN: ��IEGKED: 'EVISIONS: 0B DESMIPTION: Stream Margin Exemption MEET TITLE: STREAM MARGIN EXEMPTION SITE MATERIALS PLAN LS1,0 10 GRAPHIC SCALE 0 5 10 20 ( IN FEET ) I inch= 10 ft. 40 LEGEND CONCRETE PA VINE EXISTING ASPHAZ T F1 MSE WALL 5 o SOIL NAIL WALLS ti PROPERTY LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED CONTOURS ............ EXISTING CONTOURS SETBACKS AND BOUNDARIES EDGE OF 5 TRUC TURE - - - - - - - - Ft 0 W LINE CONS TRUC TION BOUNDARY .......................... ........ .. ... ...... HIGH. -WA TER ..... ............ LINE OFFSET . .......... .............. 0 . ............ ........... .............. ... I SrART ....... M ....................... ................................ ............ ..... ... ........... ............................ .. ................ _FR ...... ........ ..... ...... ........... ........... Q11 ....... ... ................. ............... ......... _ .......... ........... .... ::: F� 8.'..70.*d ....... . .......... ................................... ... ........... ................. -OF-BI-K-E-PA-TH ........... ..................................H FRO ...... ...... ...................... LIMITSwffl T. ...... * .......YTIO .. ...... .... ........ . ................................ ............ * ... *I-. 79985 TA.:.Vt 0AN5 ......... 73 . ......... ..... 5+ ............. W.1 ...... ............ C-ONSTRUCTION ....... ...... ........... OTH ... ............... ....... ............ ... ....... .................... ............. .................. ... ........ . .. . .. .......... +9�2 ..... .............. ..... ................. ........... 7887 . ...... ...... ....................... ... ......... ........... .... -A ............ ....... T . .......... ................................. WALL 3 S' .... ...... ................................. M7 � ..... .............. T* ........... .............. ............. ...... ....... . ......... ... . . -9, . ........................................ 5TA-OrIq5T-R' t TION '83.7 J, ............ ........... ............ tax STA ....... N -OP 1-11 Z� 10 *1" ...................................... .......... ............ To.W:848' W1 7 KE IN y !0 L ..... ........... ................... ....... .......... ... ... .......... N17* M' 30.67"E --------------- 63.80' ................ D=01144 .......... ......... .... ........... WIDTH L=36.32, VC /0,. M 23 c A, ............ * . .. ...... BIKE PA TH PROFILE SCALE HORIZ. = /":10' VERT. = /':5* 7900 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7.980 - - - - - - - - - - -.721s 76080 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7880 PROPOSED 7?75 EXISTING F -PROPOSED o o ti Nsm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7895 PVI STA :0+69.96 PVI EL E V: 7982 V K-5.00 L VC=/5.5d ;T LAJ 7890 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . 7890 LJ LU . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXIS TING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7885 -- [ '0/00 -4 — ----- — — — — — — — — — -- - - - - - - - - - - -.721s 76080 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7880 PROPOSED 7?75 0+00 MSE WALL SECTION NOT TO SCAI E CLASS 6 ROAD BASE COMPACT BACKFILL IN 2 -COURSE LIFTS TO 959 COMPACTION 4- CAP UNIT,, 6 * FREE -DRAINING GRAVEL, D V-0. FILL AS EACH COURSE is LAI I - SETBACK PER COURSE TYP ALL WALLS COMPAC UNIT---__._ STRATA -GRID SG200 GEOGRID EVERY 2 COURSES OF BLOCK BURY FIRST COURSE, 8- MIN 6" DEEP CRUSHED --J STONE LEVELING PAD 6" MIN EACH SIDE 5-0- TYP 4"0 MIN PVC PERFORATED DRAIN PIPE W1 FILTER FABRIC - SLOPE @ 29 TO DAYLIGHT (INSTALL PIPE W1 PERFORATIONS DOWN) 04-50 7875 TYPICAL ASPHAL T HIKE PATH CROSS -SEG TION PATH SIDE SWALE 4-6" COBBLE 6'DEEP X 3" OF A SPHAL T 4- CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 959 MAXIMUM MODIFIED PROCTOR DRY DENSITY AASHTO 5180. TYPICAL FOR SHOULDERS 6" OF 3" MINUS STRUCTURAL FILL NOT TO scar PATH WIDTH VARIES AS PER PLAN SL OPE PER PLAN FINISHED GRADE — SCARIFY 6" TO 12" BELOW DRIVEWAY AND RE -COMPACT TO 959 STANDARD PROC TOR ASTM D 638 MAXIMUM DENSITY LANDSCAPE ARCHITECTURE LAND PLANNING URBAN DESIGN 580 Main Street, Suite 110 Carbondale, CO 816231970.963.6520 Civil Engineering PO Box 9554 Aspen, CO 816121970.948.7474 ISL &A, hic. Structural Engineering 215 N. 12th Street, Unit E Carbondale, CO 81623 970.927.5174 REUSE OF DOCUMENT This document is the property of DHA4 Design Corp. The ideas and design incorporated on this document is an instrument of professional service and shall not be used for any other project without written authorization of DHA4 Design Corp. LL CU E 0 C� co 09 PROJECT NUMBER: DATE: 2015.29 01.06 DESIGNED: DRAWN: CHECKED: REVISIONS: JOB DESCRIPTION: L U APP SHEET TITLE: CONSTRUCTION PLAN SHEET NUMBER: C200 EXISTING F -PROPOSED o ti Nsm 0+00 MSE WALL SECTION NOT TO SCAI E CLASS 6 ROAD BASE COMPACT BACKFILL IN 2 -COURSE LIFTS TO 959 COMPACTION 4- CAP UNIT,, 6 * FREE -DRAINING GRAVEL, D V-0. FILL AS EACH COURSE is LAI I - SETBACK PER COURSE TYP ALL WALLS COMPAC UNIT---__._ STRATA -GRID SG200 GEOGRID EVERY 2 COURSES OF BLOCK BURY FIRST COURSE, 8- MIN 6" DEEP CRUSHED --J STONE LEVELING PAD 6" MIN EACH SIDE 5-0- TYP 4"0 MIN PVC PERFORATED DRAIN PIPE W1 FILTER FABRIC - SLOPE @ 29 TO DAYLIGHT (INSTALL PIPE W1 PERFORATIONS DOWN) 04-50 7875 TYPICAL ASPHAL T HIKE PATH CROSS -SEG TION PATH SIDE SWALE 4-6" COBBLE 6'DEEP X 3" OF A SPHAL T 4- CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 959 MAXIMUM MODIFIED PROCTOR DRY DENSITY AASHTO 5180. TYPICAL FOR SHOULDERS 6" OF 3" MINUS STRUCTURAL FILL NOT TO scar PATH WIDTH VARIES AS PER PLAN SL OPE PER PLAN FINISHED GRADE — SCARIFY 6" TO 12" BELOW DRIVEWAY AND RE -COMPACT TO 959 STANDARD PROC TOR ASTM D 638 MAXIMUM DENSITY LANDSCAPE ARCHITECTURE LAND PLANNING URBAN DESIGN 580 Main Street, Suite 110 Carbondale, CO 816231970.963.6520 Civil Engineering PO Box 9554 Aspen, CO 816121970.948.7474 ISL &A, hic. Structural Engineering 215 N. 12th Street, Unit E Carbondale, CO 81623 970.927.5174 REUSE OF DOCUMENT This document is the property of DHA4 Design Corp. The ideas and design incorporated on this document is an instrument of professional service and shall not be used for any other project without written authorization of DHA4 Design Corp. LL CU E 0 C� co 09 PROJECT NUMBER: DATE: 2015.29 01.06 DESIGNED: DRAWN: CHECKED: REVISIONS: JOB DESCRIPTION: L U APP SHEET TITLE: CONSTRUCTION PLAN SHEET NUMBER: C200 �� OKLAHOMA FLATS STREAM MARGIN REVIEW AREA LIMITS OF DISTURBANCE 44.8 FT OF MSE RETAINING WALL TO BE ADDED IN STREAM MARGIN REVIEW AREA 480 FT OF TRAIL TO BE RESURFACED IN STREAM MARGIN AREA SAW CUT LINE REMOVE EXISTING TIMBER RETAINING WALL BETWEEN SAW CUT LINE AND BRIDE STREAM MARGIN EXHIBI T AL IGNMENT TOP OF BANK IN STREAM MARGIN AREA INTERPOLATED BASED ON SURVEY CONTOURS AND EXISTING CONDITION PHOTOGRAPHS. TO BE SURVEYED WHEN WEATHER AND SNOW PERMITS. FINAL TOP OF BANK AS IT INTERSECTS TRAIL WILL BE DETERMINED BY COA ENGINEERING DEPARTMENT. STREAM MARGIN AREA PA TH PROFILE SCALE . . . . . . ............................. ... ...... ...... . . . . . . . . • . . . . . . . . • . . . . . . . . • . . . . . . . . • . . . . . . . . • . . . . EXISTING GRADE . -. PROPOSED. GRADE . . ... . . . . . . .•. . . . . . 7865 7865 HORIZ. = /":10' 45"PROGRESSIVE HEIGHT VERT. = 1 " 10' LIMIT 990 . . . . . . . ... . . . . . .,1. ... ... ... ... ... ... ... ... ... . . . . . . EXISTING GRADE . . . . . ... . . . . . . ... . . 7890 . . . . . . ... ............................ . . . . . . . . . . . EDGE:O BANK:SETBACK . . . . . . .•. TOP: OF BANK /. .•. . . . . . . .•. . . . . . . .•. . .;. .:. .:. . . .:. .:. .:. .:. ._.___�_—•-- . ----- ----! , 7885 / 980 . . . . . . . ... ��� 150._ ... ... 444%x' ... ... . ... . . . . . . . . . . . LINEAR FEET OF MSE WALL . .......... . ... . . . . . . ... . . . . . . ... . ..... . . . . . . ... . . 7880 ... J/ SETBACK '. SAW CUT•LINE AT START OF IN STEAM MARGIN SETBACK . . . . NEW PATH CONSTRUCTION .......... BIK•E•PA.TH .............. . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . FINISHED. GRADE . . . . . . ... . �. . ' :. ... •RI.VER. BO.TTOM ..... .START OF PROPOSED . 7875 . . . . . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MSE RETAINING*WALL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 970 . . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . ... ... ... ... ... ... ... ... .7870 . . . . . . ............................. ... ...... ...... . . . . . . . . • . . . . . . . . • . . . . . . . . • . . . . . . . . • . . . . . . . . • . . . . EXISTING GRADE . -. PROPOSED. GRADE . . ... . . . . . . .•. . . . . . 7865 7865 0+60 0+80 /+00 /+20 GRAPHIC SCALE 5 10 20 t IN FEET I inch= 10 ft. 0 1+d0 /+53.5/ 40 LANDSCAPE ARCHITECTURE LAND PLANNING URBAN DESIGN 580 Main Street, Suite 110 Carbondale, CO 816231970.963.6520 Civil Engineering PO Box 9554 Aspen, CO 816121970.948.7474 + KL &A, Inc. Structural Engineering 215 N. 12th Street, Unit E Carbondale, CO 81623 970.927.5174 REUSE OF DOCUMENT This document is the property of DHM Design Corp. The ideas and design incorporated on this document is an instrument of professional service and shall not be used for any other project without written authorization of DHM Design Corp. PROJECT NUMBER: DATE: 2015.29 01.16 DESIGNED: DRAWN: CHECKED: REVISIONS: JOB DESCRIPTION: L L.U. APP. SHEET TITLE: Stream Margin Exhibit SHEET NUMBER: C1.0 ZR 0+60 0+80 /+00 /+20 GRAPHIC SCALE 5 10 20 t IN FEET I inch= 10 ft. 0 1+d0 /+53.5/ 40 LANDSCAPE ARCHITECTURE LAND PLANNING URBAN DESIGN 580 Main Street, Suite 110 Carbondale, CO 816231970.963.6520 Civil Engineering PO Box 9554 Aspen, CO 816121970.948.7474 + KL &A, Inc. Structural Engineering 215 N. 12th Street, Unit E Carbondale, CO 81623 970.927.5174 REUSE OF DOCUMENT This document is the property of DHM Design Corp. The ideas and design incorporated on this document is an instrument of professional service and shall not be used for any other project without written authorization of DHM Design Corp. PROJECT NUMBER: DATE: 2015.29 01.16 DESIGNED: DRAWN: CHECKED: REVISIONS: JOB DESCRIPTION: L L.U. APP. 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Z -id t k-Hdd + / + ` SVMJV 0398n1S1a 11V NI XIW a33S 3AI1VN V3NV M31A3N MOWN VIV3NIS V - S332J1 G31NV1dSNV8i NIVW3U Ol 53MU ONIISIX3 �i b8 / I -NV / t -id ! 11"1 9NO1V S8n21HS a3SOdOUd £-Wd / £-Nd y 30NV82in1Sia 30 SIIWII .� E -id r� r� •m I 1 11"I ONOW sem]HS a3SWOW £-NVd / TREE TABLE KEY TREE TYPE INCHES FEET ELEVATION 1 TRC 4.0 10 7,883.00 2 TRC 6.1 12 7,882.03 3 TRC 6.6 13 7,881.83 4 TRC 6.5 13 7,884.42 5 TRC 4,0 8 7,884.50 6 TRC 5.3 11 7,884.55 7 TRC 8.3 16 7,885.16 8 TRC 5.3 11 7,883.43 9 TRC 4.0 8 7,885.82 10 TRC 4.0 8 7,884.96 11 TRD 17.3 35 7,884.44 12 TRD 19.8 40 7,883.75 13 TRD 19.6 40 7,884.09 14 TRD 17.9 35 7,883.93 15 TRD 15.5 30 7,884.17 16 TRC 4.9 10 7,885.45 17 TRC 7.1 14 7,885.10 18 TRD 7.6 15 7,876.31 19 TRD 7.3 15 7,876.23 20 TRD 12.5 24 7,877.41 21 TRD 11.1 22 7,876.33 22 TRD 10.3 20 7,875.77 23 TRD 13.3 25 7,876.47 24 TRD ?S 15 7,877.01 25 TRD 9.1 18 7,884.14 26 TRD 12.4 25 7,884.76 27 TRD 10.4 22 7,883.87 28 TRD 22.7 40 7,884.53 29 TRD 21.1 40 7,881.63 30 TRD 22.9 45 7,879.98 31 TRD 15.5 30 7,879.05 32 TRC 6.3 13 7,877.19 33 TRC 5.7 12 7,878.26 34 TRD 4.0 8 7,878.72 35 TRC 10.5 20 7,878.27 36 TRD 10.1 20 7,884.63 37 TRD 22.7 40 7,883.92 38 TRC 8.1 16 7,885.82 39 TRC IQ.B 21 7,885,15 40 TRD 6.4 12 7,884.92 41 TRC 8.9 20 7,884.70 42 TRD 14.4 30 7,885.25 43 TRC 4.8 10 7,885.10 44 TRD 18.1 30 7,891.57 45 TRD 10.1 20 7,888.81 EXISTING CONDITIONS LEGEND ITT TELEPHONE PEDESTAL 0 SEWER MANHOLE WV LENGTH D4 WATER VALVE 97.611 WATER HYDRANT N23"53'50"E GAS METER © DRYWELL ® WATER METER N89"56'34'•E LAMP - T- SIGN ® ELECTRIC TRANSFORMER O SEWER CLEANOUT Ik7 ELECTRIC METER ® AIR CONDITIONING UNIT ® STRUCTUAL COLUMN LT9 TREE TABLE KEY # IMPROVEMENT SURVEY PLAT OF: 20 GRAPHIC SCALE 0 10 20 40 ( IN FEET) 1 inch = 20 ft. <` V C.3 f ` \,• � '- i �, 111 80 . ... J C.p�� L73 i o : tfi O �! 1 'y r ter.° rr3 8 X �r FOOD FENCE (!yd ' r a m D m m I0, A // 7� � J %I1t• S .9 �. ''' .fir r!�\i`� f.:. � °1 �' � � � yti f l�,' '.�y, • l„ 7fi'11 _ T _ ` t'�\ Z. M'i Z 4 Y / i� `f ( 4 ✓ l��i: ���� �fk .tet r -i M ni 3j 4 O j / 'QP °y �' r!_ ..• / S�(L�G L{t(k3 t}4�L� fJ 0 m C� '\ % ,} - - '9S \ vim!' • / 8 / Oy 0 M 00 Ax Zo MZ'T, M �V" _ G' " {p 5.9' I� r e y gS P`C� Odd\�g� j mac}. Ac (S • ` j ° mss' �� _ 0 %-V G�``� di Q • 0.35 q��j+ J i' O1 y ?'O 01 1 9� 1 Jr - \� 3 , ` �s - Oylp ` '� Ate. v r ,,4 ( 7•q• 3a 00 �!� 1 TT 4i Q �N p L �. " �� � Rt -614- .o° ♦ �• �F f r 9'li<11 fit' ��!'`' ©�' � \ s�1 � b ' ' :, , `' ', �_ �`1� ' �� - 9 y ?• •}, � 'iO 2 cy p'� ��,• It f � i •`' ® e�� 't `� �-;.n � � ��j ~,����-�'�y- L 12.? 1`�� '.9 ./ �'; 1 �S,y4 BOUNDARY NOTES ��� 1) Creek Tree Subdivision recorded in 1978 as reception number 201877 �' (Origin ,' �` •\• �OOyc O ` 1 t �' �cP OC �'� O �� p r ; _�, ¢ ( g' al Plat) of the Pitkin County Records is partly established by Block 20, \ �� c9 0 4,0 •` g, �` Townsite of Aspen Oklahoma Flats Addition Blocks and Lots and the exterior 't 7 4 t, , �\p� boundary of East Aspen Addition. in retracing the above referenced Plat and ° a the subsequent Second Amendment to Creektree Subdivision Lot 1 2nd \ 11�� tt f� ` a o o� �P��Ss� Amendment) Sopris Engineering (SE) noted the following: Vo � r � �o�¢�o'�o�� a) The Second Amendment revised calls aloe the westerly Lot 1 g Y boundary on Ly o J,p.����QpS� O relation to the Original Plat. g \� �`�� a & 4��° p3' `o b) Field work located monuments set for the Original Plat, Second Amendment and adjoining property survey monuments. \ r ���� `JA)S N ; i �, �� c) The found Second Amendment survey monuments a reed between oc� v+ <` Dc 5 \ g z ,. ' ' ' k ' �a p`��gOe66�' po ,y themselves but were in conflict with other found Original Plat and /. I o adjoining monuments. O '\ `� `" o y '� ` j _ ° Z tiS• �1� ,� ,�1� d) The found monuments for the Original Plat, Aspen Townsite Blocks, East V�'j� ; '` a �+ C, Aspen Addition and Oklahoma Flats Addition blocks lots generally � �� ��, / g a ly agreed. '`��2c,y`b �� e) This survey utilized the Original Plat Lot 1 bearing and distance calls to ��4retrace and establish the Subject Property based on conformity with S surrounding found corner monuments. AY 2) The River's Edge Condominium (reception number 372361 Is positioned hereon based on found survey corners monumenting corners for said Plat J p '� s ° � - N including the 51/4 corner of Section 7. This Property, as monumented, e Cq overlaps the Subject Property of this survey, as shown hereon. v d t °oma �W ` �' �� LO GENERAL UTILITY NOTES: \ \ 3) Stream margin setback per the Second Amendment to Creektree Subdivision �',�� \ Q Lot 1 is determined by a 15' offset from the Roaring Fork river bank. \. o� 7 io Q � Possible re -grading and snow conditions at the time of this survey did not 1. The locations of underground utilities have been plotted based on \ q� t E�P� S��GG� Lq allow for determining said river bank previous to construction of existing utility maps, construction/design plans, other information provided by \ % i o4,5 p�A house. the building envelope shown on the riverside is based solely on said utility companies and actual field locations in some instances. These 1 FpU�•�ti�-�0 BEP�S' second Amendment since determining g existin conditions could not utilities, as shown, may not represent actual field conditions. It is the 125 13166 �6 be confirmed. l Ls'ao� 2 responsibility of the contractor to contact all utility companies for field j ; 3 SO P R I S ENGINEERING -LLC location of utilities prior to construction. i t ` �•-�'1'` CiViL CONSULTANTS S3Sa2 502 MAIN STREET, SUITE A3 NOTICE: ACCORDING TO ANY DEFEADO CT YOU ICOMM€NCE ANY LEGAL � � CARBONDALE, COLORADO 81623 ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU AN DISCOVER THISUCH DEFECTSURVEY E O EVENT MAY ANY ACTION t (970) 704-0311 SOPRlSENG a�SOPRISENG.COM BASED UPON ANY DEFECT' IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. J TRAIL EASEMENT LINE TABLE LINE BEARING LENGTH LTl N19'12'29"E 97.611 LT2 N23"53'50"E 47.84' LT3 N53'41'56"E 34.17' LT4 N89"56'34'•E 14.36' LTS S78°20'15"E 43.91' LT6 S80°26'04"E 18.79' LT7 N67"43'47"E 9.74' LT8 N43"42'06"E 18.37' LT9 N37'52'13"E 31.56' LT10 N31"34'38"E 70.38' LT11 N22"44'53"E 14.21' LT12 N22"44'53"E 2.91' GRAPHIC SCALE 0 10 20 40 ( IN FEET) 1 inch = 20 ft. <` V C.3 f ` \,• � '- i �, 111 80 . ... J C.p�� L73 i o : tfi O �! 1 'y r ter.° rr3 8 X �r FOOD FENCE (!yd ' r a m D m m I0, A // 7� � J %I1t• S .9 �. ''' .fir r!�\i`� f.:. � °1 �' � � � yti f l�,' '.�y, • l„ 7fi'11 _ T _ ` t'�\ Z. M'i Z 4 Y / i� `f ( 4 ✓ l��i: ���� �fk .tet r -i M ni 3j 4 O j / 'QP °y �' r!_ ..• / S�(L�G L{t(k3 t}4�L� fJ 0 m C� '\ % ,} - - '9S \ vim!' • / 8 / Oy 0 M 00 Ax Zo MZ'T, M �V" _ G' " {p 5.9' I� r e y gS P`C� Odd\�g� j mac}. Ac (S • ` j ° mss' �� _ 0 %-V G�``� di Q • 0.35 q��j+ J i' O1 y ?'O 01 1 9� 1 Jr - \� 3 , ` �s - Oylp ` '� Ate. v r ,,4 ( 7•q• 3a 00 �!� 1 TT 4i Q �N p L �. " �� � Rt -614- .o° ♦ �• �F f r 9'li<11 fit' ��!'`' ©�' � \ s�1 � b ' ' :, , `' ', �_ �`1� ' �� - 9 y ?• •}, � 'iO 2 cy p'� ��,• It f � i •`' ® e�� 't `� �-;.n � � ��j ~,����-�'�y- L 12.? 1`�� '.9 ./ �'; 1 �S,y4 BOUNDARY NOTES ��� 1) Creek Tree Subdivision recorded in 1978 as reception number 201877 �' (Origin ,' �` •\• �OOyc O ` 1 t �' �cP OC �'� O �� p r ; _�, ¢ ( g' al Plat) of the Pitkin County Records is partly established by Block 20, \ �� c9 0 4,0 •` g, �` Townsite of Aspen Oklahoma Flats Addition Blocks and Lots and the exterior 't 7 4 t, , �\p� boundary of East Aspen Addition. in retracing the above referenced Plat and ° a the subsequent Second Amendment to Creektree Subdivision Lot 1 2nd \ 11�� tt f� ` a o o� �P��Ss� Amendment) Sopris Engineering (SE) noted the following: Vo � r � �o�¢�o'�o�� a) The Second Amendment revised calls aloe the westerly Lot 1 g Y boundary on Ly o J,p.����QpS� O relation to the Original Plat. g \� �`�� a & 4��° p3' `o b) Field work located monuments set for the Original Plat, Second Amendment and adjoining property survey monuments. \ r ���� `JA)S N ; i �, �� c) The found Second Amendment survey monuments a reed between oc� v+ <` Dc 5 \ g z ,. ' ' ' k ' �a p`��gOe66�' po ,y themselves but were in conflict with other found Original Plat and /. I o adjoining monuments. O '\ `� `" o y '� ` j _ ° Z tiS• �1� ,� ,�1� d) The found monuments for the Original Plat, Aspen Townsite Blocks, East V�'j� ; '` a �+ C, Aspen Addition and Oklahoma Flats Addition blocks lots generally � �� ��, / g a ly agreed. '`��2c,y`b �� e) This survey utilized the Original Plat Lot 1 bearing and distance calls to ��4retrace and establish the Subject Property based on conformity with S surrounding found corner monuments. AY 2) The River's Edge Condominium (reception number 372361 Is positioned hereon based on found survey corners monumenting corners for said Plat J p '� s ° � - N including the 51/4 corner of Section 7. This Property, as monumented, e Cq overlaps the Subject Property of this survey, as shown hereon. v d t °oma �W ` �' �� LO GENERAL UTILITY NOTES: \ \ 3) Stream margin setback per the Second Amendment to Creektree Subdivision �',�� \ Q Lot 1 is determined by a 15' offset from the Roaring Fork river bank. \. o� 7 io Q � Possible re -grading and snow conditions at the time of this survey did not 1. The locations of underground utilities have been plotted based on \ q� t E�P� S��GG� Lq allow for determining said river bank previous to construction of existing utility maps, construction/design plans, other information provided by \ % i o4,5 p�A house. the building envelope shown on the riverside is based solely on said utility companies and actual field locations in some instances. These 1 FpU�•�ti�-�0 BEP�S' second Amendment since determining g existin conditions could not utilities, as shown, may not represent actual field conditions. It is the 125 13166 �6 be confirmed. l Ls'ao� 2 responsibility of the contractor to contact all utility companies for field j ; 3 SO P R I S ENGINEERING -LLC location of utilities prior to construction. i t ` �•-�'1'` CiViL CONSULTANTS S3Sa2 502 MAIN STREET, SUITE A3 NOTICE: ACCORDING TO ANY DEFEADO CT YOU ICOMM€NCE ANY LEGAL � � CARBONDALE, COLORADO 81623 ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU AN DISCOVER THISUCH DEFECTSURVEY E O EVENT MAY ANY ACTION t (970) 704-0311 SOPRlSENG a�SOPRISENG.COM BASED UPON ANY DEFECT' IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. J RAB 14048 2015-04-23 TREE TABLE 46 TRD 10.1 20 7,889.97 47 TRD 17.1 30 7,890.33 48 TRD 6.0 12 7,885.27 49 TRD 16.5 30 7,884.87 50 TRD 10.5 20 7,885.89 51 TRD 7.5 15 7,888.32 52 TRD 9.9 20 7,891.56 53 TRD 8.5 16 7,895,95 54 TRD 14.1 28 7,905.23 55 TRD 7.5 15 7,903.43 56 TRD 6.9 12 7,902.76 57 TRD 11.1 20 7,906.57 58 TRD 8.0 16 7,901.25 S9 TRD 7.2 14 7,901.16 60 TRD 4.5 9 7,903.65 61 TRC 4.4 10 7,900.18 62 TRC 4.910 7,897.08 63 TRD 4.1 8 7,890.57 64 TRD 4.1 8 7,888.94 65 TRD 6.3 12 7,888.67 66 TRD 14.4 28 7,890.09 67 TRD 13.6 26 7,889.76 68 TRD 11.0 22 7,888.15 69 TRD 11.3 22 7,886.96 70 TRD 9.0 18 7,887.42 71 TRC 4.0 8 7,885.87 72 TRC 9.2 18 7,883.79 73 TRD 14.7 30 7,894.00 74 TRD 11.7 24 7,897.49 75 TRD 5.1 10 ?,897.56 76 TRD 6.2 12 7,895.46 77 TRD 16.6 33 7,891.20 78 TRC 4.1 8 7,892.66 79 TRD 12.0 24 7,886.02 80 TRD 13.1 26 7,885.90 81 TRD 7.6 15 7,884.38 82 TRD 6.5 13 7,884.65 83 TRD 5.7 12 7,885.32 84 TRD 6.6 13 7,885.62 85 TRC 9.5 20 7,885.09 86 TRC 11.1 23 7,883.96 87 TRC 10.3 20 7,885.85 88 TRC 8.9 20 7,886.05 89 TRD 6.1 12 7,88614 90 TRD 5.9 12 7,885.88 91 TRC 5.9 12 7,886.57 92 TRC 9.8 20 7,885.8D 93 TRC 3.0 6 7,885.20 94 TRC 3.5 7 7,885.39 95 TRC 3.0 6 7,885.23 96 TRC 3.0 6 7,885.34 97 TRC 3.0 6 7,885.81 98 TRC 7.1 14 7,886.16 99 TRD 30.7 50 7,887,09 100 TRC 4.9 9 7,887.44 101 TRC 4.5 9 7,890.96 102 TRC 7.7 16 7,893.46 103 TRC 8.1 16 7,896.10 104 TRC 8.5 20 7,899.63 105 TRC 4.1 18 7,901.11 106 TRD 5.3 10 7,900.43 107 TRC 6.5 12 7,898.36 108 TRD 4.5 9 7,895.99 109 TRD 6.1 12 7,896.23 110 TRD 7.4 14 7,895.02 111 TRC 7.3 14 7,896.36 112 TRC 4.0 8 7,886.45 113 TRC 6.3 12 7,885.96 114 TRC 4.0 $ 7,886.36 115 TRC 4.0 8 7,887.16 116 2 TRD'S 18.7 35 7,877.34 117 TRD 11.0 22 7,876.36 118 2 TRD'S 18.4 36 7,877.75 119 TRD 17.8 36 7,87793 120 TRD 9.9 20 7,878.29 121 TRD 15,8 30 7,877.34 122 TRD 7.1 14 7,878.26 123 TRD 6.1 12 7,881.40 124 TRD 13.3 26 7,881.12 125 TRD 12.5 25 7,883.60 126 TRD 11.2 22 7,884.99 127 TRD 12.2 24 7,884.93 128 TRC 18.4 36 7,887.41 129 TRC 12.1 25 7,886.39 130 5 TRD'S 15.0 SO 7,889.23 131 2 TRD'S 18.1 45 7,887.28 132 3 TRD'S 16.7 40 7,886.82 133 4 TRD'S 13.6 42 7,887.80 134 TRD 11.2 20 7,882.98 135 TRC 15.8 30 7,886.69 136 TRC 5.2 11 7,882.73 137 TRC 4.0 8 7,882.80 RAB 14048 2015-04-23 PROPERTY DESCRIPTION LOT 1, CREEKTREE SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED FEBRUARY 14, 1978 IN PLAT BOOK 6 AT PAGE 83 AND THE FiRST AMENDED PLAT CREEKTREE SUBDIVISION, RECORDED JUNE 21, 1995 IN PLAT BOOK 37 AT PAGE 54 AND SECOND AMENDMENT TO CREEKTREE SUBDIVISION LOT 1 RECORDED OCTOBER 9, 1999 iN PLAT BOOK 51 AT PAGE 63, COUNTY OF PITKIN STATE OF COLORADO TITLE EXCEPTIONS (from title commitment prepared by Pitkin County Title Inc., case number PCT23982W3 effective date of March 4, 2014) 7) Reservations and exceptions as contained in Patent recorded in Book 39 at Page 136. [Portions of subject property are contained within patent prescription - Affects subject property, cannot be graphically shown] 8) Terms and conditions of easements granted in documents recorded in Book 244 at Page 683 and in Book 244 at Page 686. [Affects subject property, shown hereon] 9) Terms, conditions, provisions, obligations and all matters asset forth in Subdivision Improvements Agreement recorded February 14,1978 in Book 343 at Page 534. [Affects subject property, cannot be graphically shown] 10) Easements, rights of way and all matters as disclosed on Plats of subject property recorded February 14, 1978 in Plat Book 6 at Page 83 recorded June 21, 1995 Plat Book 37 at Page 54 and recorded October 4, 1999 in Plat Book 51 at Page 63. [Affects subject property, shown hereon] 11) Terms, conditions, provisions and obligations asset forth in Amendment to Development Agreement recorded June 21, 1995 in Book 784 at Page 123. [Affects subject property, cannot be graphically shown] 12) Terms, conditions, provisions and obligations asset forth in Grant of Fishing Easement recorded June 21, 1995 in Book 784 at Page 128. [Affects subject property, shown hereon] 13) Terms, conditions, provisions and obligations asset forth in Resolution 99-08 recorded June 21, 1999 as Reception No. 432443 [Affects subject property, cannot be graphically shown] 14) Terms, conditions, provisions and obligations as set forth in Public improvements Agreement recorded October 25, 1999 as Reception No. 436996 [Affects subject property, cannot be graphically shown] 15) Terms, conditions, provisions and obligations asset forth in Sidewalk, Curb and Gutter Improvement Agreement recorded October 25, 1999 as Reception No. 436997 [Affects subject property, cannot be graphically shown] 16) Terms, conditions, provisions and obligations asset forth in Resolution 99-12 recorded December 15, 1999 as Reception No. 438593 [Affects subject property, cannot be graphically shown] NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THiS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. IMPROVEMENT SURVEY PLAT OF: LOT 11 CRE'EKTREE SUBDIVSION r R , ► . � t r � � ' � � f PARCEL#273707350001 MORSE JAMES A TRUST 800 E ELLIS RD NORTON SHORES, MI 49441-5622 Physical Address: 855 BAY ST ASPEN PARCEL #273707373002 Subdivision: VOLK LOT SPLIT Lot: 2 Physical Address: 730 BAY ST ASPEN PARCEL#273707300014 ALLEN DOUGLAS P 403 LACET LN ASPEN, CO 81611 Physical Address: GIBSON AVE ASPEN PARCEL#273707379800 RIVERS EDGE CONDO ASSOC COMMON AREA 851 GiBSON AVE ASPEN, CO 81611 Physical Address: 851 GIBSON AVE ASI PARCEL #273707300860 CITY OF ASPEN ATTN FINANCE DEPT 130 S GALENA ST ASPEN, CO 81611 HERRON PARK PARCEL#273707350851 CiTY OF ASPEN ATTN FINANCE DEPT 130 S GALENA ST ASPEN, CO 81611 NEWBURY PARK PARCEL#273707311001 FULLERTON RICHARD B 3047 FILLMORE ST SAN FRANCISCO, CA 94123 Physical Address: 731 BAY STASPEN PARCEL#273707309003 GOLDSTEIN GERALD H & CHRISTINE S PO BOX 2045 ASPEN, CO 81612 Physical Address: 720 BAY ST ASPEN PARCEL#273707306851 CITY OF ASPEN ATTN FINANCE DEPT 130 S GALENA ST ASPEN, CO 81611 RIO GRANDE PARK GRAPHIC SCALE 50 0 25 50 100 ( IN FEET) 1 inch= 50 ft. 200 SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAiN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM 'EN TE 25 NOTES i<�ei j 'Re:d nu T_ �lC - toka - ..`.t'•�•e 1„� a j t,= _ ti�}V�� � 4 � .j ncno :•rC i r tf.'. ,i' .7�tn5QR SITEfit G a n Shaft TIF r ; Vrac2� � . - til nit`vf .,yk t k - �� �� - _ `ems �• � "�, - tp -J 5 -0 a0 cs. VICINITY MAP SCALE: 1" = 2000' 1 Date of Survey: March - April 2014, updated April 2015. 2) Date of Preparation: April 2014 updated April 2015. 3) Basis of Bearing: Established by GPS observations utilizing The City of Aspen Control Monumentation map, prepared by Marcin Engineering LLC, dated December 2, 2009, this established a site bearing base of N 16Q37'27"E between the East Aspen Townsite corner 28 monumented by a found brass cap MS 6786 S7 MS5195 and the West corner of Lot 1 Creektree Subdivision, as shown, monumented by a found yellow plastic cap L.S. No. 9184. The Creektree Subdivision block bearing (N 15°30' E) has been rotated 1°07'27" clockwise, to be consistent with the project basis of bearing. 4) Basis of Survey: The Creektree Subdivision and P.U.D. Plat recorded February 14, 1978 as reception number 201877, the First Amended Plat Creektree Subdivision Planned Unit Development recorded June 21, 1995 as reception number 382396, Second Amendment to Creektree Subdivision Lot 1 recorded October 18, 1999 as reception number 436714, various documents of record, and the found monuments, as shown. 5) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine ownership or easements of record. For all information regarding easements, rights of way and/or title of record, SE relied upon the above said plats described in note 4 and the title commitment prepared by Pitkin County Title inc., case number PCT23982W3 effective date of March 4, 2014. 6) The linear unit used in the preparation of this plat is the U.S. survey foot as defined by the United States Department of Commerce, National Institute of Standards and Technology. 7) 2` to 3' of snow covered the site at the time of this survey. Due to said snow coverage some existing conditions may have been obscured. SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plat was prepared by Sopris Engineering, LLC (SE) for Aspen Stream LLC, a Colorado Limited Liability Company and Pitkin County Tile, Inc. I furthermore state that the improvements on the above described parcel on this date, April 2, 2014, except utility connections are entirely within the boundaries of the parcel except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any -,art of said parcel, except as noted. !furthermore state that this property is subject to rese ions, testr'jlctions, covenants and easements of record or in place. Ma CLERK & RECORDER'S CERTIFICATE FOR INFORMATIONAL LAND SURVEY PLATS Deposited this day of , 2015, at M., in the Pitkin County index for informational land survey plats under reception number DATE: FILING INFORMATION: SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. RAB 14048 2015-04-23 M:\3400dwgs\14048\EX-2015\14048-Creek_