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HomeMy WebLinkAbout832-051KEY MAP NOT TO SCALE MONUMENT LEGEND E2 SET BRASS CAP L.S. #28643 O SET #5 REBAR AND PLASTIC CAP L.S. #28643 ® SET PK NAIL W /SHINNER L.S. #28643 O FOUND REBAR AND CAP L.S. #13166 • FOUND PK NAIL W /SHINNER L.S. #13166 ( IN FEET ) 1 inch = 20 ft. NOTES: 1) Date of survey. July 2008 – March 2009. – 2) Date of preparation: December 2008 –March 2009. 3) Basis of bearing: A bearing of S 75 E between the Southwesterly property corner of Lot 1, The Rio Grande Subdivision, monumented by a nail and washer L.S. No. 13166 and the Northeasterly property corner of Lot 4, The Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plat, monumented by a nail and washer L.S. No. 13166 4) Basis of survey. Pitkin County Center Subdivision, recorded September 2, 1982 in Plat Book 13 at page 83 as Reception No. 243934, The Rio Grande Subdivision, recorded October 18, 1993 in Plat Book 32 at page 83 as Reception No. 362199, Pitkin County Center Subdivision Lot Line Adjustment Plat, recorded July 5, 2002 in Plat Book 61 at page 19 as Reception No. 469504, various documents of record and the found section, subdivision lot and block corner monuments as shown. 5) Basis of elevation: The 1998 City of Aspen Drexel Barrel control ALLEY BLOCK 86 datum, which is based on on elevation of 7720.88' (NAVD 1988) on the NGS station "S -159 ". This established a site benchmark with on elevation of 7886.70 feet, on the found nail and washer L.S. #13166 monumenting the Southwesterly property corner of Lot 1, The Rio Grande Subdivision. 6) 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, right –of –way and /or title of record SE relied upon the items listed in Note 4 and the Title Commitment prepared by Pitkin County Title, Inc., Case No. 85626L effective date October 14, 2008. 7) Contour interval equals one foot. 8) According to the Federal Emergoncy Management Agency F.E.M.A. utilizing the Flood Insurance Rate Map F.I.R.M. panel 08097cO204c with an effective dote of June 4, 1987 the entire boundary of the subject property is Zone X (non– shaded) and defined as outside the 500 year flood plain. 9) All boundary corners are to be monumented with a #5 rebor & plastic cap in ground or 1.5" brass cap in concrete or asphalt, unless otherwise noted. CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BED Rlo 91.09' 53.69' 60.90' 80.55' G� dE 1 , LOT 1 BA OF BEARING \ S 75 05'40" E q LOT PROJECT BENCHMARI FOUND NAIL IL AND WASHE #16129 L.S. W .S. #13166 N z'r A �"AN�'tWASHER�il �' BLEEKER ELEV.=7886.T L 9 3166 x w LOT 3 AMENDE�LOT s rn rn \N •r , 1« ! S^ f Y s� S O FOUND NAIL & W.C. WASHER Z L.S. #13166 xt4 4a1 .x onZs� s R , � t L 9 �#ILLEOIBLEa \ Y MAIN STREET z 1 r I KEY MAP NOT TO SCALE MONUMENT LEGEND E2 SET BRASS CAP L.S. #28643 O SET #5 REBAR AND PLASTIC CAP L.S. #28643 ® SET PK NAIL W /SHINNER L.S. #28643 O FOUND REBAR AND CAP L.S. #13166 • FOUND PK NAIL W /SHINNER L.S. #13166 ( IN FEET ) 1 inch = 20 ft. NOTES: 1) Date of survey. July 2008 – March 2009. – 2) Date of preparation: December 2008 –March 2009. 3) Basis of bearing: A bearing of S 75 E between the Southwesterly property corner of Lot 1, The Rio Grande Subdivision, monumented by a nail and washer L.S. No. 13166 and the Northeasterly property corner of Lot 4, The Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plat, monumented by a nail and washer L.S. No. 13166 4) Basis of survey. Pitkin County Center Subdivision, recorded September 2, 1982 in Plat Book 13 at page 83 as Reception No. 243934, The Rio Grande Subdivision, recorded October 18, 1993 in Plat Book 32 at page 83 as Reception No. 362199, Pitkin County Center Subdivision Lot Line Adjustment Plat, recorded July 5, 2002 in Plat Book 61 at page 19 as Reception No. 469504, various documents of record and the found section, subdivision lot and block corner monuments as shown. 5) Basis of elevation: The 1998 City of Aspen Drexel Barrel control ALLEY BLOCK 86 datum, which is based on on elevation of 7720.88' (NAVD 1988) on the NGS station "S -159 ". This established a site benchmark with on elevation of 7886.70 feet, on the found nail and washer L.S. #13166 monumenting the Southwesterly property corner of Lot 1, The Rio Grande Subdivision. 6) 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, right –of –way and /or title of record SE relied upon the items listed in Note 4 and the Title Commitment prepared by Pitkin County Title, Inc., Case No. 85626L effective date October 14, 2008. 7) Contour interval equals one foot. 8) According to the Federal Emergoncy Management Agency F.E.M.A. utilizing the Flood Insurance Rate Map F.I.R.M. panel 08097cO204c with an effective dote of June 4, 1987 the entire boundary of the subject property is Zone X (non– shaded) and defined as outside the 500 year flood plain. 9) All boundary corners are to be monumented with a #5 rebor & plastic cap in ground or 1.5" brass cap in concrete or asphalt, unless otherwise noted. CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BED CPLia 91.09' 53.69' 60.90' 80.55' 1 N 14 0 P GENERAL UTILITY NOTES: 1. The locations of underground utilities have been plotted based on utility map construction /design plans, other information provided by utility companies and a� in some instances. These utilities, as shown, may not represent actual field col responsibility of the contractor to contact all utility companies for field location construction. II 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. L OT i y A PARCEL OF LAND GRAPHIC SCALE zo a 1 0 20.39 R.O.W. IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: PITKIN COUNTY CENTER SUBDIVISION SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE 0 . M 1� - i I h UB ISI0 V I f h I 1 1 0� '�j� 5 M •' `• 00 acre s L yJ VJ t4. ` 1 r, CQ �I 11 1 1 • 10.0' AIR & LIGHT , N EASEMENT PER PLAT r r I� C 8.0' NATURAL AS EASEMENT PE AMENDED PLAT 1 CL 15.0' EASEMENT PER BOOK 690 PAG 13 74.0' — R.O.W. 7 w J , R53• W RO• • NATURAL GAS EASEMENT TIE SHEET 1 OF 2 / r if AIR &LIGHT \� - I0 0 / PER EAS LOT, O G NDE 1 f M /�fi I wl � o 25 1 y n' �Ia ' , 6' • r 1 1 eW' r I r r 1 1 /9 r r t^ 1 r ! iii i N28'51'02 "E 304.68' 1 r WATERLINE EASEMENT TIE ?' ✓ ' 0 , , � e CL 15.0' W P SERVICE EASEMEN TIC p'S o PER PLAT CL 15.0 TER �, SERVICE EAS T 66i'38�24 "w PER 800( 69� PAG O f 7.77 N 75 0911 W ss4.13V1"w 121.53' O 1 *47 -- n r r 7 CL 8.0 WATER SERVICE EASEMENT PER PLAT r CL 15.0' WATER SERVICE EASEMENT PER BOOK 690 PAGE 313 OLORA. n LOT > AMENDED PITKIN COUNTY CENTER SUBDIVISON 56,033 sq. ft. 1.286 acres L 8.0' ELECTRIC EASEMENT PER AMENDED PLAT CL 15.0' EASEMENT PER BOOK 690 PAGE 313 l I 25.0' • TRAIL &TNT RANSIT . �Ng VAJ o-• °µr BET. \ _ 22_48_ 1572 W t o CL 8.0' TELEPHONE tBLE 8d ELECTRIC EASEMENT ' r� PER PC = CL 15.0' EASEMENT / CL 8.0' TELEPHONE PER BOOK 690 PAGE 313 ' o� M' / CABLE EASEMENT PER AMENDED PLAT / I CL OK EASEMENT PER BOOK 690 PAGE 313 .4 „ 1J V r 1�,11J LI' 1 V la' 11 V L Lr 11,11 V la• — CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 1 V .1 1 L/1JGI Y 1 •Y Cjy REC. # 7 i I Q •\ �l! h \••A , .�V S +� r \♦ ,,4 `) tt ` " ..`\''• ` 111 ' ,,,,,, \ \'a ia` \`. 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X... 1 { jif t r ) "Y..$ \ .•.r ^ ': r if a 1 �7 , ' 1 '� t s c ;- g \ tt`, \ . ts'\�� .2��! mt•4 �:, 6„ jlbLk d t t.` t � ..` +a�k� `sue/',, 1 f'. {, t, }i`\\�\ '.�F1 �,. W' r.i`�.=•1' T " r , > ��, \'`,.' t...l a''..K } "' 4r 15/ ^' j c�' f . \� \x:• \ \' r/` r ,U.7 tr I. ti • ft Sf.t .v, x�. . ° -'41.• .lwn •....,� S, \ti.�: ;.q 117• {� '1 IS + .:;.5; \ ipi J.� . / +II • y am.,... '.. •...I .'s cl� aa. r} ": `� 1 {fJ t fll r,f i , t, 11 �- ., \ \�♦ f.�, . �� , ..i` r � •'..•�, ` .r. .. -. �I swa .� /. y .y t J! 1 \ =;. ? it •a •\ 1 ` /!'l r }IS �'t` k �.. y . Y�daSn� -.'- $ ; '* \ \�• t ' i:,. r \ \,. T / , ti f� 4 a �I..!^ i 1�i � /y1 i f Ub \�'i � � ' Y �'1 ,^ t. i •` •: U � t \ r .tti. `4 �j �f/ tJ' zlj / {�i (.i r f6 i t "( Lt ttV •V�,��A.. "�`�\, a� -��?, �\ *.. C r. ti s •♦ A � .:' � f' $ f 3q,) L lit irl � f, PVV�, 'U'-i ` �4..:i V. —, t''-.:'___• }>�V 1 :� / +'•/i y �! A rt o J , t��t 4\ r� >• w.-.�� �� \ . Hr'l�r1i /'f i s � r'%'�A y t tp \ \r4y ( C </ �(`/i :�f ( v �� J f \ \�. � ,,�i 7J � �. � 1 +. � - ..t�s \•4 ` r,<; GIav6. f t r VICINITY MAP SCALE: 1" = 2000' PROPERTY DESCRIPTION Lot 1, Pitkin County Center Subdivision, according to the Final Plot of Pitkin County Center Subdivision recorded September 2, 1982 as Reception No. 243934 in Book 13 Page 83 and Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plat recorded July 5, 2002 as Reception No. 469504 in Book 61 at Page 19. City of Aspen County of Pitkin State of Colorado O� O to +-1 L.S. #ILLEGIBLE W SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plat was prepared by O i Sopris Engineering, LLC (SE) for to I ® G + CITY OF ASPEN and PITKIN COUNTY TITLE. Inc. �:2; 1 furthermore state that the improvements on the above described parcel on this date, March 19. 2009 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 I that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. I furthermore state that the control precision is greater than 1 in 10,000 and that this property is subject to r 1 , restrictions, covenants and easements of record or i qgeREG \FOUND 1#5 REBAR �� ! i 1 ! �f 5 BEa(F�m Mark S. Beckler .1%.. #28643 ` ` 4 s /0 �/AL LANO 100 .1Do' MAIN STREET R. 0# W. I RAB 28111 03/24/09 EX \28171EX -COND3 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. 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 C RTIFI.ATION CHOWN H R ON. IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: LOT 1 PITKIN COUNTY CENTER SUBDIVISION TREE CHART A PARCEL OF LAND SITUATED IN SECTION 7. TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 8th P.M (CALIPER =" X DRIP DIAMETER CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO 74) 4X 15' MAPLE �D WOOD N) 97 10' SPRUCE NOT TO SCALE EXISTING CONDITIONS LEGEND EQ EXISTING ELECTRIC MANHOLE '44 ® EXISTING WATER MANHOLE 0) DQ EXISTING DRYWELL x OS EXISTING SEWER MANHOLE P) LOT 1 EXISTING TELEPHONE MANHOLE (9 ) EXISTING UTILITY MANHOLE BA OF ARI ® EXISTING SEWER MANHOLE ° • 18 >_ S 75'05'40" E Q) C Q1 EXISTING POWER POLE 78) 3 7 12' JUNIPER V EXISTING FIRE HYDRANT LOT 5 wv PROJECT BENCHMARt FOUND NAIL & WASHER 79) 3 "X 6' CRAB APPLE A EXISTING CURB STOP N I N W SH L.S 73766 R R L S #16129 ° )... E ' 2 W SLEEKER ELEV.= 7866.7 T) ® EXISTING ELECTRIC TRANSFORMER °' ® LOT 2 • Y t� i ® EXISTING ELECTRIC METER AMENDE EXISTING TELEPHONE PEDESTAL CURS.' w LOT 3 }, !: s a EXISTING SEWER CLEANOUT EXISTING LIGHT POLE °' - o - EXISTING SIGN D gas EXISTING GAS MARKER ® EXISTING IRRIGATION VALVE BOX Cl ? r x ® EXISTING SURFACE DRAIN - uc � EXISTING UNDERGROUND CATV - ut FOUND NAIL EXISTING UNDERGROUND TELEPHONE - fo fo - EXISTING UNDERGROUND FIBER OPTIC & W.C. WASHER ue - EXISTING UNDERGROUND ELECTRIC z _ss- L.S. #13166 - w W - EXISTING WATER -ug ug- EXISTING GAS CS etc- EXISTING COMMON TRENCH ASP } �„A. S CAE EXISTING ROCK RETAINING WALL - O O - EXISTING CHAIN LINK FENCE - -a- EXISTING WOOD FENCE - x x - EXISTING WIRE FENCE MAIN STREET X 7 SPOT ELEVATION �C' 9'11 `1 DECIDUOUS TREE � �s CONIFER TREE GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. 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 C RTIFI.ATION CHOWN H R ON. IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: LOT 1 PITKIN COUNTY CENTER SUBDIVISION TREE CHART A PARCEL OF LAND SITUATED IN SECTION 7. TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 8th P.M (CALIPER =" X DRIP DIAMETER CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO 74) 4X 15' MAPLE KEY MAP WOOD N) 97 10' SPRUCE NOT TO SCALE EXISTING CONDITIONS LEGEND EQ EXISTING ELECTRIC MANHOLE 75) 3'X 10' JUNIPER ® EXISTING WATER MANHOLE 0) DQ EXISTING DRYWELL x OS EXISTING SEWER MANHOLE P) Q EXISTING TELEPHONE MANHOLE (9 ) EXISTING UTILITY MANHOLE ® EXISTING SEWER MANHOLE ° • 18 >_ EXISTING GUY WIRE Q) C Q1 EXISTING POWER POLE 78) 3 7 12' JUNIPER V EXISTING FIRE HYDRANT R) wv EXISTING WATER VALVE 79) 3 "X 6' CRAB APPLE 99) 15 "X 25' COTTON EXISTING CURB STOP S) Gv ° )... 80) 3 7 X 6' CRAB APPLE N EXISTING GAS METER T) ® EXISTING ELECTRIC TRANSFORMER °' ® EXISTING ELECTRIC PEDESTAL • Y t� i ® EXISTING ELECTRIC METER m EXISTING TELEPHONE PEDESTAL CURS.' © EXISTING CATV PEDESTAL s a EXISTING SEWER CLEANOUT EXISTING LIGHT POLE °' - o - EXISTING SIGN gas EXISTING GAS MARKER ® EXISTING IRRIGATION VALVE BOX Cl EXISTING VENT ® EXISTING SURFACE DRAIN - uc uc - EXISTING UNDERGROUND CATV - ut ut - EXISTING UNDERGROUND TELEPHONE - fo fo - EXISTING UNDERGROUND FIBER OPTIC - ue ue - EXISTING UNDERGROUND ELECTRIC - ss _ss- EXISTING SEWER - w W - EXISTING WATER -ug ug- EXISTING GAS -etc etc- EXISTING COMMON TRENCH EXISTING RETAINING WALL EXISTING ROCK RETAINING WALL - O O - EXISTING CHAIN LINK FENCE - -a- EXISTING WOOD FENCE - x x - EXISTING WIRE FENCE X 7 SPOT ELEVATION �C' 9'11 `1 DECIDUOUS TREE �s CONIFER TREE GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. 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 C RTIFI.ATION CHOWN H R ON. IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: LOT 1 PITKIN COUNTY CENTER SUBDIVISION TREE CHART A PARCEL OF LAND SITUATED IN SECTION 7. TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 8th P.M (CALIPER =" X DRIP DIAMETER CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO RETAINING r WALL (TYP.) o RYWELL - E= 7909.0' 7907.8' .1909 a a g� WALL MOL y9 r 0 �lITE (TYP. •LADED LADE 6" LINER 5'10N a. ft. ,res DRAIN Esc E ABOVE (�•) �® 3ELOW :LL Aso )13.3' s . 1.6' SEMI- CIRCLE i SEA TING 767 _s.. 790 J ® �, q 910.24' I I � n - r re =11 ¢ I r Ol E�f2K(�1T 791:`6, +`t I it SHED 0 6.5' 'r s yt Z LOT > AMENDED ` (� 4 W N PITKIN COUNTY CENTER SUBDIVISON 56,033 sq. ft. 44 1.286 acres 1 Q PITKIN COUNTY JAIL ? THREE -STORY BRICK BUILDING 6.5' 485 RIO GRANDE C NC. - .4 � �`ike K ,� . � 'W I LK e•' - { e ' 12.4' FINISH FLOOR Q ELEV. = 7908.4 T \ b g u FINISH FLOOR 5.7' 32.0' p ELEV• = 7908.3 a ALKWAY ° 6 ` � a STAIRS - 09. BENCH 7 Q . .B ..e .4 EX -STORM INL T Q G - Ft =- 7906.0' - 1870` NV. 902.5' �R -" A 1 I1 wow MANHOLE B -4A I EL. = 7908.47 LZ EL. = 7898.28 GALENA LOFTS SEWER MANHOLE C -1 RIM L. = 7909.20 INV. EL. = 7899.11 V e. I I I ��/�r�� pa IIIIfr11I 80 GENERAL UTILITY NOTES T= '�STRIPIN{G 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact ail utility companies for field location of utilities prior to construction. SHEET 2 OF 2 ✓ � r mmc�sm rkiu ` f `� 89 12.2' 12.4' L g «n g z = FINISH FLOOR S. °• . °�, �� „> A �,z�� ;. � � � <��`� z,: 8 ELEV. 7889.1 - - •.0 a s. ,:..; Zr--. b 0 acres` [� d= zit _ „,' :� s. { , -x�ae, .�..• r. a. 4. 'OVERED W � O", n F��, x�� ,,�7 ®' �^"� , h" . �� �. i ` ,,�, x• W • STAIRS 6.0' z c ` c " 'y'=u »�6 G' " ` a }'^ ✓; 00 Cr QJG ^ ' > .. �a. a ¢ -�a• ^ t rt ',.? _ �` v „" .',� CONC. " "' n � II J W � ,� CJ 9 Tfr } t� O � 1 �' � sa . ��� . ».,. d ' ON PAD � LANDING - . 57.5 18.0' ABOVE 3.8' r. BRICK & STUCCO EXTERIOR r 1 FINISH FLOOR 455 RIO GRANDE <o'",s ELEV. = 7897.2 10.5' , II COVERED :sy Y STA RS 3.71 '��'' o ENTRY �i FINISH FLOOR n _ ELEV. = 7909.1 m k •-� -� S. Bo DR,4N X 3 4.5' A om r re Eai caf fi .� Ue O k U FIBER OPTICS HAND fo fo ON ' fkfo frr, o R5' WALKS' ut Ij "xitJY'F � 0 STEPS 0 48.3' oO1i FINISH FLOOR ELEV. = 7914.1 U I p V,�. e �: �` 'v� x C" C > > +sC.;sd rya z U ELEC. P L. L: .0 13.1 '°. 9.0' m 36.3' 9.0' n 13.0' n 9.1'. c c N a O EX -STORM DRAIN n ^ 37.0' SEWER MANHOLE SMH GRATE = 7906.6' 0.5' O� ' RIM EL. = 7908.94 F NE e INV. EL. = 7900.76 I WAL o 1 2.5' (o / .6' FINISH FLOOR I ST ? ELEV. = 7907.0 N I AO b n FINISH FLOOR A a D n ELEV. = 7913.9 0.7' `Z N o i COUNTY COURTHOUSE AN PITKIN THREE -STORY ..e, n FINISH FLOOR STONE BUILDING 07 , _ MEMORIAL, 0.6' ELEV. = 7917.2 506 MAIN ST. MONUMENT o n BENCH r y_ 0.7' b �A _�_..1, I O iv ' r bl ]` 8.8 °m 10 • 9.0'r i f FLAG STONE c n9.0' n o 13.3' 0 8.9 - 13.2' -. 50;0 24.4' i.5.4' WALK o AX AZ 13 C ; 2 ° n YARD HYDRANT _\\\ 7 ACCESS BRICK R / �Y PAVERS YAt A + FIRE PROTECTION HYDRANT MONUMENT STAIRS _ 0 ORNAMENTAL BRICK AVER I t I 7912 T _ FENCE, 2' HIGH FLAG AND iT I d RETAININ `WAIL P L, 7' W FENCE I I _ , ,. ,. x r d r'- -� r , .., I I 1 . _�1 a r ..,. 'I - , v _� T "1_ . '1 ` i 'r _, Y.. �KN 11L d �, kns ks s rCn a a a 8 Q p /U N�g 1/I !j LANDSCAPE XA,zk ) SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 4) 6 "X 12' MAPLE 24) 12 "X 20' COTTON WOOD 44) 8 "X 25' ASPEN(2) 5) 6 "X 12' MAPLE 25) 6 "X 20' AS 45) 7 " X 1 8' A SPE N( 5 ) E TOR1y 6) 8 "X 25' ASPEN 26) 10 "X 40' ASPEN 46) 8 "X 25' ASPEN(2) X- S � _ x FC = 7913.3' 7) 10 "X 35' PINE 27) 6 "X 25' ASPEN(2) 47) 3 "X 12' ASPEN INV 7905.4' � 8) 6 "X 20 r, C - *a e ^ ' MAP LE 28) 6 X 1 5 M APLE 48 " ' 3 "X 15' ASPEN ) �s 9) 10 "X 25' PINE 29) 6 "X 25' ASPEN(2) 49) 3 "X 15' ASPEN R 3TEP 10) 6 "X 18' MAPLE(2) 30) 10 "X 30' DECIDUOUS 50) 7 "X 15' ASPEN(2 ) �yu t k 11) 8X 20' PINE 31) 8 "X 20' DECIDUOUS 51) 4 "X 12' MAPLE 12) 6 7 X 12' MAPLE 32) 8 "X 20' DECIDUOUS 52) 6 "X 20' PINE 13) 10'X 30' SPRUCE 33) 7 7 X 14' MAPLE 53) 6 "X 20' PINE OLD r ° 14) 10 "X 25' PINE 34) 6 "X 18' DECIDUOUS 54) 67 20' PINE SHED ,o �FqV 15) 6 "X 15' MAPLE 35) 6 "X 18' MAPLE 55) 4 7 X 15' MAPLE T 79 p8 16) 12 "X 25' PINE 36) 8 "X 12' MAPLE 56) 10 "X 20' SPRUCE z NZ 17) 12 "X 25' PINE 37) 8X 12' MAPLE 57) 10 "X 20' SPRUCE ADJACE 18) 6 "X 12' MAPLE 38) 4'X 10' MAPLE 58) 14 "X 25' SPRUCE RETAINING 4 s 19) 6 "X 12' MAPLE 39) 3 0 X 10' MAPLE 59) 12 20' SPRUCE � WALL L O FENCE 20) 5 "X 30' ASPEN(2) 40) 8 "X 12' MAPLE 60) 12 "X 20' SPRUCE sv iw ON WALL T a Vi CIA 1W4 1 ? X7 0 Jci Y� "1z`BO LOG v BUILDING 3.8 zA . °.. to Ct �ka,f MPORA '.. sc , ri TE 15.2' t �g43. N STO RA zo „s,.✓'z2f.'" Ft y s 12.7' � ..TREE CHART z, w (CALIPER X DRIP DIAMETER =') y ~nP.4NEL� e"`a�t a y.z� f 61) 12 "X 20' SPRUCE 81) 3 "X 6' CRAB APPLE A) 15 "X 25' COTTON WOOD ar TIE RETAINING WALL ) ) ) 62 8 "X 20' SPRUCE 82 4 "X 12' MAPLE B 4 "X 15' MAPLE O WITH WOOD FENCE 63) 8 "X 20' SPRUCE 83) 12 "X 40' COTTON WOOD C) 4 "X 15' MAPLE gg "X 20' SPRUCE SEWER MANHOLE RG -A8 64) 8 84) 5 "X 12' MAPLE 0) 3 "X 12' JUNIPER � ,a INV. EL. RIM EL. = 7910 = 7903.5 4 . 65) 4 "X 15' ASPEN 85) 10 "X 30' COTTON WOOD E) 6 "X 25' MAPLE a 5 �9� EEddCEON 9QS 66) 3 "X 12' ASPEN 86) 12 "X 20' COTTON WOOD F) 6 "X 25' MAPLE 67) 6 "X 18' ASPEN 87) 12'X 20' COTTON WOOD G) 3 "X 15' JUNIPER V1 23.4' FINISH FLC 68) 7 "X 20' ASPEN 88) 8 "X 20' ASPEN H) 10 "X 25' SPRUCE ONE -STORY ELEV. = 7 ` y BLOCK GARAGE 69) 3 "X 12' ASPEN 89) 7 "X 20' ASPEN 1) 10 "X 25' SPRUCE F.F. = 7911.7 ,z u� EAVE 7919.1 70) 14 "X 35' COTTON WOOD 90) 7 "X 20' ASPEN J) 10 "X 30' SPRUCE = SPEAK = 7924J 71 6 "X 12' MAPLE 97 10 "X 30' ASPEN K 10 "X 30' SPRUCE ,y9Q� ) ) ) ,7901 - M `q M M 72 6 "X 12' MAPLE 92 10 "X 25' ASPEN L 70 ° X 30' SPRUCE <ar `„9�'yts' In \�O 73) 6 "X 12' MAPLE 93) 6 "X 12' MAPLE M) 10'X 30' SPRUCE 74) 4X 15' MAPLE 94) 16 "X 45' COTTON WOOD N) 97 10' SPRUCE CONC. [ 24 2' WALK 75) 3'X 10' JUNIPER 95) 12 "X 30' COTTON `y�4 rs:3 �."•s y S3,r� 8' 0) 7 "X 8' SPRUCE x 96) 6 "X 12' MAPLE P) k s 4 UC _ ° • 18 97) 16 "X 45' COTTON WOOD Q) a. ° .e p `?f 78) 3 7 12' JUNIPER 98) 3 "X 9' MAPLE R) 6 "X 10' MAPLE 79) 3 "X 6' CRAB APPLE 99) 15 "X 25' COTTON WOOD S) •, ° )... 80) 3 7 X 6' CRAB APPLE r T) 60NC. A °' ' . SHAFT. VE(VT ' • Y t� i A R KI 0 ' ° CURS.' s a °' FENCE �� =` m RETAINING r WALL (TYP.) o RYWELL - E= 7909.0' 7907.8' .1909 a a g� WALL MOL y9 r 0 �lITE (TYP. •LADED LADE 6" LINER 5'10N a. ft. ,res DRAIN Esc E ABOVE (�•) �® 3ELOW :LL Aso )13.3' s . 1.6' SEMI- CIRCLE i SEA TING 767 _s.. 790 J ® �, q 910.24' I I � n - r re =11 ¢ I r Ol E�f2K(�1T 791:`6, +`t I it SHED 0 6.5' 'r s yt Z LOT > AMENDED ` (� 4 W N PITKIN COUNTY CENTER SUBDIVISON 56,033 sq. ft. 44 1.286 acres 1 Q PITKIN COUNTY JAIL ? THREE -STORY BRICK BUILDING 6.5' 485 RIO GRANDE C NC. - .4 � �`ike K ,� . � 'W I LK e•' - { e ' 12.4' FINISH FLOOR Q ELEV. = 7908.4 T \ b g u FINISH FLOOR 5.7' 32.0' p ELEV• = 7908.3 a ALKWAY ° 6 ` � a STAIRS - 09. BENCH 7 Q . .B ..e .4 EX -STORM INL T Q G - Ft =- 7906.0' - 1870` NV. 902.5' �R -" A 1 I1 wow MANHOLE B -4A I EL. = 7908.47 LZ EL. = 7898.28 GALENA LOFTS SEWER MANHOLE C -1 RIM L. = 7909.20 INV. EL. = 7899.11 V e. I I I ��/�r�� pa IIIIfr11I 80 GENERAL UTILITY NOTES T= '�STRIPIN{G 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact ail utility companies for field location of utilities prior to construction. SHEET 2 OF 2 ✓ � r mmc�sm rkiu ` f `� 89 12.2' 12.4' L g «n g z = FINISH FLOOR S. °• . °�, �� „> A �,z�� ;. � � � <��`� z,: 8 ELEV. 7889.1 - - •.0 a s. ,:..; Zr--. b 0 acres` [� d= zit _ „,' :� s. { , -x�ae, .�..• r. a. 4. 'OVERED W � O", n F��, x�� ,,�7 ®' �^"� , h" . �� �. i ` ,,�, x• W • STAIRS 6.0' z c ` c " 'y'=u »�6 G' " ` a }'^ ✓; 00 Cr QJG ^ ' > .. �a. a ¢ -�a• ^ t rt ',.? _ �` v „" .',� CONC. " "' n � II J W � ,� CJ 9 Tfr } t� O � 1 �' � sa . ��� . ».,. d ' ON PAD � LANDING - . 57.5 18.0' ABOVE 3.8' r. BRICK & STUCCO EXTERIOR r 1 FINISH FLOOR 455 RIO GRANDE <o'",s ELEV. = 7897.2 10.5' , II COVERED :sy Y STA RS 3.71 '��'' o ENTRY �i FINISH FLOOR n _ ELEV. = 7909.1 m k •-� -� S. Bo DR,4N X 3 4.5' A om r re Eai caf fi .� Ue O k U FIBER OPTICS HAND fo fo ON ' fkfo frr, o R5' WALKS' ut Ij "xitJY'F � 0 STEPS 0 48.3' oO1i FINISH FLOOR ELEV. = 7914.1 U I p V,�. e �: �` 'v� x C" C > > +sC.;sd rya z U ELEC. P L. L: .0 13.1 '°. 9.0' m 36.3' 9.0' n 13.0' n 9.1'. c c N a O EX -STORM DRAIN n ^ 37.0' SEWER MANHOLE SMH GRATE = 7906.6' 0.5' O� ' RIM EL. = 7908.94 F NE e INV. EL. = 7900.76 I WAL o 1 2.5' (o / .6' FINISH FLOOR I ST ? ELEV. = 7907.0 N I AO b n FINISH FLOOR A a D n ELEV. = 7913.9 0.7' `Z N o i COUNTY COURTHOUSE AN PITKIN THREE -STORY ..e, n FINISH FLOOR STONE BUILDING 07 , _ MEMORIAL, 0.6' ELEV. = 7917.2 506 MAIN ST. MONUMENT o n BENCH r y_ 0.7' b �A _�_..1, I O iv ' r bl ]` 8.8 °m 10 • 9.0'r i f FLAG STONE c n9.0' n o 13.3' 0 8.9 - 13.2' -. 50;0 24.4' i.5.4' WALK o AX AZ 13 C ; 2 ° n YARD HYDRANT _\\\ 7 ACCESS BRICK R / �Y PAVERS YAt A + FIRE PROTECTION HYDRANT MONUMENT STAIRS _ 0 ORNAMENTAL BRICK AVER I t I 7912 T _ FENCE, 2' HIGH FLAG AND iT I d RETAININ `WAIL P L, 7' W FENCE I I _ , ,. ,. x r d r'- -� r , .., I I 1 . _�1 a r ..,. 'I - , v _� T "1_ . '1 ` i 'r _, Y.. �KN 11L d �, kns ks s rCn a a a 8 Q p /U N�g 1/I !j LANDSCAPE XA,zk ) SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 4) 6 "X 12' MAPLE 24) 12 "X 20' COTTON WOOD 44) 8 "X 25' ASPEN(2) 5) 6 "X 12' MAPLE 25) 6 "X 20' AS 45) 7 " X 1 8' A SPE N( 5 ) E TOR1y 6) 8 "X 25' ASPEN 26) 10 "X 40' ASPEN 46) 8 "X 25' ASPEN(2) X- S � _ x FC = 7913.3' 7) 10 "X 35' PINE 27) 6 "X 25' ASPEN(2) 47) 3 "X 12' ASPEN INV 7905.4' � 8) 6 "X 20 r, C - *a e ^ ' MAP LE 28) 6 X 1 5 M APLE 48 " ' 3 "X 15' ASPEN ) �s 9) 10 "X 25' PINE 29) 6 "X 25' ASPEN(2) 49) 3 "X 15' ASPEN R 3TEP 10) 6 "X 18' MAPLE(2) 30) 10 "X 30' DECIDUOUS 50) 7 "X 15' ASPEN(2 ) �yu t k 11) 8X 20' PINE 31) 8 "X 20' DECIDUOUS 51) 4 "X 12' MAPLE 12) 6 7 X 12' MAPLE 32) 8 "X 20' DECIDUOUS 52) 6 "X 20' PINE 13) 10'X 30' SPRUCE 33) 7 7 X 14' MAPLE 53) 6 "X 20' PINE OLD r ° 14) 10 "X 25' PINE 34) 6 "X 18' DECIDUOUS 54) 67 20' PINE SHED ,o �FqV 15) 6 "X 15' MAPLE 35) 6 "X 18' MAPLE 55) 4 7 X 15' MAPLE T 79 p8 16) 12 "X 25' PINE 36) 8 "X 12' MAPLE 56) 10 "X 20' SPRUCE z NZ 17) 12 "X 25' PINE 37) 8X 12' MAPLE 57) 10 "X 20' SPRUCE ADJACE 18) 6 "X 12' MAPLE 38) 4'X 10' MAPLE 58) 14 "X 25' SPRUCE RETAINING 4 s 19) 6 "X 12' MAPLE 39) 3 0 X 10' MAPLE 59) 12 20' SPRUCE � WALL L O FENCE 20) 5 "X 30' ASPEN(2) 40) 8 "X 12' MAPLE 60) 12 "X 20' SPRUCE sv iw ON WALL T a Vi CIA 1W4 1 ? X7 0 Jci Y� "1z`BO LOG v BUILDING 3.8 zA . °.. to Ct �ka,f MPORA '.. sc , ri TE 15.2' t �g43. N STO RA zo „s,.✓'z2f.'" Ft y s 12.7' � ..TREE CHART z, w (CALIPER X DRIP DIAMETER =') y ~nP.4NEL� e"`a�t a y.z� f 61) 12 "X 20' SPRUCE 81) 3 "X 6' CRAB APPLE A) 15 "X 25' COTTON WOOD ar TIE RETAINING WALL ) ) ) 62 8 "X 20' SPRUCE 82 4 "X 12' MAPLE B 4 "X 15' MAPLE O WITH WOOD FENCE 63) 8 "X 20' SPRUCE 83) 12 "X 40' COTTON WOOD C) 4 "X 15' MAPLE gg "X 20' SPRUCE SEWER MANHOLE RG -A8 64) 8 84) 5 "X 12' MAPLE 0) 3 "X 12' JUNIPER � ,a INV. EL. RIM EL. = 7910 = 7903.5 4 . 65) 4 "X 15' ASPEN 85) 10 "X 30' COTTON WOOD E) 6 "X 25' MAPLE a 5 �9� EEddCEON 9QS 66) 3 "X 12' ASPEN 86) 12 "X 20' COTTON WOOD F) 6 "X 25' MAPLE 67) 6 "X 18' ASPEN 87) 12'X 20' COTTON WOOD G) 3 "X 15' JUNIPER V1 23.4' FINISH FLC 68) 7 "X 20' ASPEN 88) 8 "X 20' ASPEN H) 10 "X 25' SPRUCE ONE -STORY ELEV. = 7 ` y BLOCK GARAGE 69) 3 "X 12' ASPEN 89) 7 "X 20' ASPEN 1) 10 "X 25' SPRUCE F.F. = 7911.7 ,z u� EAVE 7919.1 70) 14 "X 35' COTTON WOOD 90) 7 "X 20' ASPEN J) 10 "X 30' SPRUCE = SPEAK = 7924J 71 6 "X 12' MAPLE 97 10 "X 30' ASPEN K 10 "X 30' SPRUCE ,y9Q� ) ) ) ,7901 - M `q M M 72 6 "X 12' MAPLE 92 10 "X 25' ASPEN L 70 ° X 30' SPRUCE <ar `„9�'yts' In \�O 73) 6 "X 12' MAPLE 93) 6 "X 12' MAPLE M) 10'X 30' SPRUCE iH FLOOR = 7911.7 CHAIN LINK FENCE 1) 12 "X 40' COTTON WOOD 21) 6 "X 25' ASPEN(2) 41) 3 "X 15' MAPLE 2) 18 "X 40' PINE 22) 8 "X 30' ASPEN(2) 42) 3 "X 15' MAPLE 3) 3 "X 10' PINE 23) 8 "X 20' ASPEN(3) 43) 8 "X 25' ASPEN(2) j TREE CHART (CALIPER =" X DRIP DIAMETER =') U) 6 "X 8' ASPEN(2) AN) 8 "X 15' PINE BG) 6 "X 10' MAPLE V) 6 "X 15' DECIDUOUS AO) 22 "X 20' COTTON WOOD BH) 8 "X 20' CRAB APPLE W) 6 0 X 8' ASPEN AP) 10 "X 15' PINE BO 8 "X 25' CRAB APPLE 34.1' b 14.3' 'd CONC. WALKS 3 PQ �- e, °e X) 7 "X 8' PINE AQ) 10 "X 15' PINE BJ) 10 "X 30' CRAB APPLE Y) 8 " 20' DEC AR) 8 "X 10' PINE BK) 12 "X 30' CRAB A PPLE Z) 12 "X 20' COTTON WOOD AS) 27 "X 40' COTTON WOOD BL) 12 "X 25' CRAB APPLE AT) 12 "X 30' CRAB APPLE BM) 12 "X 25' CRAB APPLE AA) 6 "X 12' MAPLE AU) 3 "X 15' CRAB APPLE BN) 10 "X 20' CRAB APPLE AB) 14 0 X 20' COTTON WOOD AV) 3 "X 15' CRAB APPLE BO) 12 "X 30' CRAB APPLE 2 AC) 14 "X 20' CRAB APPLE AW) 24 "X 40' SPRUCE BP) 6 "X 15' CRAB AP PLE ° AD) 6 "X 8' SPRUCE AX) 18 "X 30' SPRUCE 8Q) 8 "X 15' CRAB APPLE 1.2 AE) 14 "X 20' DECIDUOUS AY) 19 "X 30' SPRUCE BR) 29 "X 40' COTTON WOOD AF) 6X 30' DECIDUOUS(2) AZ) 15 "X 30' SPRUCE BS) 40 "X 50' COTTON WOOD AG) 14"X 15' SPRUCE ) AH) 16 "X 25' DECIDUOUS BA) 27 "X 40' COTTON WOOD BU) 15 "X 20' COTTON WOOD Al) 13 "X 25' DECIDUOUS BB) 27 "X 40' COTTON WOOD BV) 19 "X 25' COTTON WOOD AJ) 10 "X 20' SPRUCE BC) 18 "X 40' DECIDUOUS(2) BW) 25 "X 35' COTTON WOOD AK) 11 "X 25' SPRUCE BD) 8 "X 20' ASPEN(3) BX) 25 "X 35' COTTON WOOD AL) 36 "X 18' COTTON WOOD BE) 7 "X 20' ASPEN(4) BY) 4 "X 12' MAPLE f AM) it "X 20' PINE BF) 12 "X 35' PINE BZ) 6 "X 10' SPRUCE A { . TREE CHART 3 t (CALIPER =" X DRIP DIAMETER =') CA) 6 "X 10' ASPEN ' CB) 6 10' ASPEN ! {�i � CC) 3 "X T ASPEN(2) r a CD) 3 "X 6' ASPEN CE) 3 "X 7' ASPEN(3) �0 REGI tt � 4 .f Mork S. Be kler L.S. •4.3 RAB 2 ��r2� X \28111EX -COND3 74) 4X 15' MAPLE 94) 16 "X 45' COTTON WOOD N) 97 10' SPRUCE CONC. 24 2' WALK 75) 3'X 10' JUNIPER 95) 12 "X 30' COTTON WOOD 0) 7 "X 8' SPRUCE 76) 6 "X 18' MAPLE 96) 6 "X 12' MAPLE P) 10 "X 12' SPRUCE UC _ 77) 6 "X 18' MAPLE 97) 16 "X 45' COTTON WOOD Q) 10 "X 12' SPRUCE U(j PATibI s 78) 3 7 12' JUNIPER 98) 3 "X 9' MAPLE R) 6 "X 10' MAPLE 79) 3 "X 6' CRAB APPLE 99) 15 "X 25' COTTON WOOD S) 14 "X 20' COTTON WOOD 80) 3 7 X 6' CRAB APPLE T) 6 "X 10' SPRUCE iH FLOOR = 7911.7 CHAIN LINK FENCE 1) 12 "X 40' COTTON WOOD 21) 6 "X 25' ASPEN(2) 41) 3 "X 15' MAPLE 2) 18 "X 40' PINE 22) 8 "X 30' ASPEN(2) 42) 3 "X 15' MAPLE 3) 3 "X 10' PINE 23) 8 "X 20' ASPEN(3) 43) 8 "X 25' ASPEN(2) j TREE CHART (CALIPER =" X DRIP DIAMETER =') U) 6 "X 8' ASPEN(2) AN) 8 "X 15' PINE BG) 6 "X 10' MAPLE V) 6 "X 15' DECIDUOUS AO) 22 "X 20' COTTON WOOD BH) 8 "X 20' CRAB APPLE W) 6 0 X 8' ASPEN AP) 10 "X 15' PINE BO 8 "X 25' CRAB APPLE 34.1' b 14.3' 'd CONC. WALKS 3 PQ �- e, °e X) 7 "X 8' PINE AQ) 10 "X 15' PINE BJ) 10 "X 30' CRAB APPLE Y) 8 " 20' DEC AR) 8 "X 10' PINE BK) 12 "X 30' CRAB A PPLE Z) 12 "X 20' COTTON WOOD AS) 27 "X 40' COTTON WOOD BL) 12 "X 25' CRAB APPLE AT) 12 "X 30' CRAB APPLE BM) 12 "X 25' CRAB APPLE AA) 6 "X 12' MAPLE AU) 3 "X 15' CRAB APPLE BN) 10 "X 20' CRAB APPLE AB) 14 0 X 20' COTTON WOOD AV) 3 "X 15' CRAB APPLE BO) 12 "X 30' CRAB APPLE 2 AC) 14 "X 20' CRAB APPLE AW) 24 "X 40' SPRUCE BP) 6 "X 15' CRAB AP PLE ° AD) 6 "X 8' SPRUCE AX) 18 "X 30' SPRUCE 8Q) 8 "X 15' CRAB APPLE 1.2 AE) 14 "X 20' DECIDUOUS AY) 19 "X 30' SPRUCE BR) 29 "X 40' COTTON WOOD AF) 6X 30' DECIDUOUS(2) AZ) 15 "X 30' SPRUCE BS) 40 "X 50' COTTON WOOD AG) 14"X 15' SPRUCE ) AH) 16 "X 25' DECIDUOUS BA) 27 "X 40' COTTON WOOD BU) 15 "X 20' COTTON WOOD Al) 13 "X 25' DECIDUOUS BB) 27 "X 40' COTTON WOOD BV) 19 "X 25' COTTON WOOD AJ) 10 "X 20' SPRUCE BC) 18 "X 40' DECIDUOUS(2) BW) 25 "X 35' COTTON WOOD AK) 11 "X 25' SPRUCE BD) 8 "X 20' ASPEN(3) BX) 25 "X 35' COTTON WOOD AL) 36 "X 18' COTTON WOOD BE) 7 "X 20' ASPEN(4) BY) 4 "X 12' MAPLE f AM) it "X 20' PINE BF) 12 "X 35' PINE BZ) 6 "X 10' SPRUCE A { . TREE CHART 3 t (CALIPER =" X DRIP DIAMETER =') CA) 6 "X 10' ASPEN ' CB) 6 10' ASPEN ! {�i � CC) 3 "X T ASPEN(2) r a CD) 3 "X 6' ASPEN CE) 3 "X 7' ASPEN(3) �0 REGI tt � 4 .f Mork S. Be kler L.S. •4.3 RAB 2 ��r2� X \28111EX -COND3 KEY MAP NOT TO SCALE NOTES: 1) Date of survey: July 2008 - March 2009. 2) Date of preparation: December 2008 -March 2009. 3) Basis of bearing: A bearing of S 75'05 E between the Southwesterly property corner of Lot 1, The Rio Grande Subdivision, monumented by a noil and washer L.S. No. 13166 and the Northeasterly property corner of Lot 4, The Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plot, monumented by a nail and washer L.S. No. 13166 4) Basis of survey: Pitkin County Center Subdivision, recorded September 2, 1982 in Plat Book 13 at page 83 as Reception No. 243934, The Rio Grande Subdivision, recorded October 18, 1993 in Plot Book 32 at page 83 as Reception No. 362199, Pitkin County Center Subdivision Lot Line Adjustment Plat, recorded July 5, 2002 in Plat Book 61 at page 19 as Reception No. 469504, various documents of record and the found section, subdivision lot and block corner monuments as shown. 5) Basis of elevation: The 1998 City of Aspen Drexel Barrel control datum, which is based on an elevation of 7720.88' (NAVD 1988) on the NGS station "S -159 ". This established a site benchmark with an elevation of 7886.70 feet, on the found nail and washer L.S. #13166 monumenting the Southwesterly property corner of Lot 1, The Rio Grande Subdivision. 6) 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, right- of -woy and /or title of record SE relied upon the items listed in Note 4 and the Title Commitment prepared by Pitkin County Title, Inc., Case No. B5626L effective date October 14, 2008. 7) Contour interval equals one foot. 8) According to the Federal Emergency Management Agency F.E.M.A. utilizing the Flood Insurance Rate Map F.I.R.M. panel 08097c02O4c with an effective date of June 4, 1987 the entire boundary of the subject property is Zone X (non- shaded) and defined as outside the 500 year flood plain. 9) All boundary corners are to be monumented with a #5 rebor & plastic cap in ground or 1.5" brass cop in concrete or asphalt, unless otherwise noted. LINE TABLE LINE BEARING LENGTH LLIa S 55 °12'16" W I Rio LL1b S 17 0 36'59" W 11.60' LLIc S 15 0 43'42" W 5.74' LLId N 74 0 16'18" W 13.04' i 2.00' 1.83' 2.70' N 62 0 43'30" E 84 0 48'50" ECIb 7.85' 5.00' 5.00' 7.07' N 65 0 19'05" E 90 0 00'00" ECIc 13.03' { 6.55' 13.00' S 30 0 40'58" E 14 0 56'04" LCIa 59.01' 133.12' 1 30.00' 58.53' S 7,505'.40 25 °24'00" LCIb 1 71.98' 164.00 36.58' 71.40' S 62 °34'25" E 25 °08'50" LCIc 1 45.32' A 24.35' 43.79' FOUND NAIL PROJECT BENCHMARI & WASHER 51 °56'15" A I 66Wg- L.S. #16129 Z BLEEKER . #1�3 ELEV.= 7886.7' .4 L.S AN H R L.S. /E13166 6 LOT 2 AMENDE LOT 1 LOT 3 AMENDED a PCC SUB rn D FOUND NAIL & PLASTIC CAP L.S. MLLEGIBLE F a FOUND NAIL & W.C. WASHER z L.S. #131ss FOUND 5 REBAR O & PLASTIC CAP L.S. ffiLLEGIBLE MAIN STREET z 1 I -� L I KEY MAP NOT TO SCALE NOTES: 1) Date of survey: July 2008 - March 2009. 2) Date of preparation: December 2008 -March 2009. 3) Basis of bearing: A bearing of S 75'05 E between the Southwesterly property corner of Lot 1, The Rio Grande Subdivision, monumented by a noil and washer L.S. No. 13166 and the Northeasterly property corner of Lot 4, The Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plot, monumented by a nail and washer L.S. No. 13166 4) Basis of survey: Pitkin County Center Subdivision, recorded September 2, 1982 in Plat Book 13 at page 83 as Reception No. 243934, The Rio Grande Subdivision, recorded October 18, 1993 in Plot Book 32 at page 83 as Reception No. 362199, Pitkin County Center Subdivision Lot Line Adjustment Plat, recorded July 5, 2002 in Plat Book 61 at page 19 as Reception No. 469504, various documents of record and the found section, subdivision lot and block corner monuments as shown. 5) Basis of elevation: The 1998 City of Aspen Drexel Barrel control datum, which is based on an elevation of 7720.88' (NAVD 1988) on the NGS station "S -159 ". This established a site benchmark with an elevation of 7886.70 feet, on the found nail and washer L.S. #13166 monumenting the Southwesterly property corner of Lot 1, The Rio Grande Subdivision. 6) 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, right- of -woy and /or title of record SE relied upon the items listed in Note 4 and the Title Commitment prepared by Pitkin County Title, Inc., Case No. B5626L effective date October 14, 2008. 7) Contour interval equals one foot. 8) According to the Federal Emergency Management Agency F.E.M.A. utilizing the Flood Insurance Rate Map F.I.R.M. panel 08097c02O4c with an effective date of June 4, 1987 the entire boundary of the subject property is Zone X (non- shaded) and defined as outside the 500 year flood plain. 9) All boundary corners are to be monumented with a #5 rebor & plastic cap in ground or 1.5" brass cop in concrete or asphalt, unless otherwise noted. LINE TABLE LINE BEARING LENGTH LLIa S 55 °12'16" W 4.56' LL1b S 17 0 36'59" W 11.60' LLIc S 15 0 43'42" W 5.74' LLId N 74 0 16'18" W 13.04' Z O E H LO A xz U W oa W 6 h W x Q NK a al 60.89' R.O.W. W TT ul W H 0 0 C 53.72' R.O.W 73.70' R.O.W. M E- 0 fa A] 0 C � N6ps i i GRAPHIC SCALE • • `� - 20 0 10 20 40 80 IN FEET ) \ \ 1 inch = 20 ft. \SO0 0" E W \/ 0 \ [ V \ \ V� •h'. �, � E ouase b I ffte�6. d lTS n �', _: � i pa \o \ � ��; L. '" .✓ .� 1, i t� " 7! -Y t .r h / 'ter• � � > � / av� rl'( es ( i h t ,j" 0M 7j �\ ^ �\ k,. \ ., Gnxcn w<v r r 1 } r Y �� � 1tiYtfy` r �tz � C",t r �,y�<J�Yiy`n. � `� •=� ��� 4 .t � �� a �`, r� { f', °y \.. i �� 3 ••s � } �SS.�r r `.�� ry i r i r 2Y�'.,,+�, ��n ,\` E x� ,,., 7 Tr�� � � j�� 0� „��411 \ 14 y< Pa k ' p l �tf1 tt.�7lF C \ \' q l� p 1 r xt�, k a y ✓� x 4 < y , 1.. t k�i,� � ✓` x a \\\. �. k^+4't M1- r e�Si._4 • y ..0 J $ `�'1.rr /.r s " '.. S �'MY ✓ � � , �4�n6"r.4 t �� i r ,� '`� +�a C '�K ,• "f'avi•�"J .aid '< i v rf 1 ^\ �: y � , 1, �-�� � 7� Y .� �. ` #rlyo •< r � � 'i�tv �� j J r n ke Fe'i ^r • ♦ --.! • 1 KpSj ` 3 c ".� -/^n L ✓ Y \�� �`�.y lY (ei 11 1 T i 141 i (f1'+ `n� \ ` Pi fiiY+w TW 7iff F...f '' 6 { Vfr) t to !\ �,• 1 � K- •hr ti„ "'t'Q .•� i t t i Y >i� a �, , �. T e iii r t §p ti S1ti '� aC! t "^ - r /.n t ^ "�.� ' it �� t At 5 � \ ) f �/'Y' if /�/ lr lr �� \•y�� - f ` f Vi` ..J' f �i� 'y t A �. •� 7 �" 1 it a, \'•- t�,�<C�' , t� �\��` .>f � ✓$UII I /Irr��r�fi ��6 f�f ti� ��y1� %�p ��'! "J �\ � e \��f\ i t k � t t f� r �r J , Sr r { " ��... T':,n F'l >• rf r��,v 1` ''`• l 1 / � S �r - ; �'� %'� {�!i (I /r���f,Jf r Q! \ti��.��`,.�•�-jtt�`�Jt ,^ \;i� .\a�- ~ \'tti t' y } e,,; �', r r� t�1 Ft C /f i /!/ � ! '� b n' . A�.' 1'' I � � /r��> > \X et a " ,•, 1 + r' • . �a! � '%y.'fa' af..l �}\4 I( t �.✓�'�`. t 0 7. > � ',`.� `fr '.. ♦ �t- vy+ tavAtF tf '•1a 1�1 t �! ,� .l l, t('�+ < �.�`\..� ��Clyi lrl.+� -\ � � >< \ \� vy 1� ; i { /"` to} f . !f s 1 t4.. ''. ���''• j I � .p'.✓ f , rf � L� 4 ti t i \' \ �. �.,;,o � }. .>��.�a:. : � tit,.rL �i, \:`t,�.,5 �; �\ ...+�i,L, =i Ir, , iI, ` ifr��• �. ��.s�;.. �i�i �R�. ..��.� •• \ VICINITY MAP SCALE: 1" = 2000' �h 0 55 E W r S � F AR\ o a6 no - �,. tictb W ca LOT 7 in 0 0 0 GRANDE 0 °' Rooa o N `� SUBDIVISI " 3 S�A\ 25,756 sq. ft. S74 ACCESS EASEMENT 0.591 acres t' N1 $2302 E Cto BOOR 608 PACE 255 (PARKING AREA) (� & WASHER L.S. #13166 7781 / ELEVA ON 7 6.7' N 7337'4 " W / S73 7 4 E 7,81 777- -- FOUND NAIL & WA L.S. 416129 Ec1 Lc e _ F MILL STREET CONDOS MILL STREET CONDOS PARCEL 2 I PARCEL > SET #5 REBAR & ALUMINUM W.C. CAP L.S. #28643 (2.0') CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA CPLIa 91.09' 53.69' 60.90' 80.55' N 14 0 50'49" E 97 °12'16" ECIa 2.96' 2.00' 1.83' 2.70' N 62 0 43'30" E 84 0 48'50" ECIb 7.85' 5.00' 5.00' 7.07' N 65 0 19'05" E 90 0 00'00" ECIc 13.03' 50.00' 6.55' 13.00' S 30 0 40'58" E 14 0 56'04" LCIa 59.01' 133.12' 1 30.00' 58.53' 1 N 62 °42'00" W 25 °24'00" LCIb 1 71.98' 164.00 36.58' 71.40' S 62 °34'25" E 25 °08'50" LCIc 1 45.32' 50.00' 24.35' 43.79' S 49 °11'04" E 51 °56'15" GENERAL UTILITY NOTES: 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 VFARS FROM THE DATE OF C RTIFI.ATION SHOWN 14 R ON. 20.00' 1. The locations of underground utilities have been plotted based on utility mops, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: LOT 1 RIO C J SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 2 MONUMENT LEGEND ® SET BRASS CAP L.S. #28643 O SET #5 REBAR AND PLASTIC CAP L.S. #28643 13 SET PK NAIL WISHINNER L.S. #28643 OO FOUND REBAR AND CAP L.S. #13166 • FOUND PK NAIL WISHINNER L.S. #13166 \\ 1 20' INGRESS & EGRESS EASE. BASIS OF BEARING S _ 75 °05 40" E I X' 20.00' L.S. #2 0. 'aO S75 0911 "E 10.00' I p z W w c� a LOT 3 3 RIO GRANDE SUBDIVISION 24,922 sq. ft. 0.572 acres SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 CO LOT 2 AMENDED RIO GRANDE SUBDIVISION 41,016 sq. ft. 0.942 acres N R1 O e PROPERTY DESCRIPTION Lot 1, Rio Grande Subdivision, according to the Plot thereof recorded October 18, 1993 in Plat Book 32 Page 83 as Reception No. 362199 City of Aspen County of Pitkin State of Colorado W qqo N O 06 6 O � 1 SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plat was prepared by Sopris Engineering, LLC (SE) for CITY OF ASPEN and PITKIN COUNTY TITLE, Inc. I furthermore state that the improvements on the above described parcel on this date, March 19 2009 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 part of said parcel, except as noted. I furthermore state that the control precision is greater than 1 in 10,000 and that this property is subject to , ions, restrictions, covenants and easements of record or P g�p (SQ. a`t o Mark S. Be ler /NAL LAPS RAB 28111 03/24/09 EX \28111EX -COND3 o _ n � v N73'03'08 "W �I 2.96' n 1 - 3 W � a m � rn � I � _ a O e PROPERTY DESCRIPTION Lot 1, Rio Grande Subdivision, according to the Plot thereof recorded October 18, 1993 in Plat Book 32 Page 83 as Reception No. 362199 City of Aspen County of Pitkin State of Colorado W qqo N O 06 6 O � 1 SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plat was prepared by Sopris Engineering, LLC (SE) for CITY OF ASPEN and PITKIN COUNTY TITLE, Inc. I furthermore state that the improvements on the above described parcel on this date, March 19 2009 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 part of said parcel, except as noted. I furthermore state that the control precision is greater than 1 in 10,000 and that this property is subject to , ions, restrictions, covenants and easements of record or P g�p (SQ. a`t o Mark S. Be ler /NAL LAPS RAB 28111 03/24/09 EX \28111EX -COND3 _ IMPROVEMENT SURVF,Y PT.A T /TnUnr_D A r)LTT/'l A T a r. w 0 0 0 f�l Ii u toll N( A( AF BP YE TICE: A( TION BAST fER YOU SED UPOP \RS FROM RAB 28111 03/24/09 EX \28111EX -COND3 IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: KEY MAP NOT TO SCALE MONUMENT LEGEND 92 SET BRASS CAP L.S. #28643 O SET #5 REBAR AND PLASTIC CAP L.S. #28643 ® SET PK NAIL W/SHINNER L.S. #28643 Q FOUND REBAR AND CAP L.S. #13166 • FOUND PK NAIL W/SHINNER L.S. #13166 20 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. LINE TABLE LINE BEARING LENGTH LL2a N 72 0 10'15" W RIO LL2b N 74 °16'18" W 1.02' G 111.88' 96.81' 1 S 81 0 52'51" W A j4c� ' ry = z rn a — LOT 1 J 25 Q 10.75' BA S OF BEARING S7 ~ z N W '47'48"E N75'47'48 " 10.75' 6 aI \ S 75 O5 40 E I) M — a a A T �� ( N '. FOl7ND NAIL ��� �F r� "�, a S75'47 PROJECT BENCHMAR t 1 L.S. # 3 66 BLEEKER ELEV.= 7886.7 \•3; �; wy I `f� � <�.�"z-ae „; C' L.S. $13166 z`ykxh } U SM tw 4�n 4,�fi k "< AMENDE y f �x LOT 1 [ti � LOT 3 r r Sar +. � w r ��� �, .����� � � AMENDED f c� x k PCC SUB Fv` r� t: FOUND I `•- & PLASTIC CAP L.S. #ILLEGIBLE <Sb`�`;.,,;?fns�zr' F a , FOUND NAIL & W.C. WASHER Z L.S. #13166 FOUND 5 REBAR 0 & PLASTIC CAP L.S. #ILLEGIBLE MAIN STREET z KEY MAP NOT TO SCALE MONUMENT LEGEND 92 SET BRASS CAP L.S. #28643 O SET #5 REBAR AND PLASTIC CAP L.S. #28643 ® SET PK NAIL W/SHINNER L.S. #28643 Q FOUND REBAR AND CAP L.S. #13166 • FOUND PK NAIL W/SHINNER L.S. #13166 20 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. LINE TABLE LINE BEARING LENGTH LL2a N 72 0 10'15" W BEARING LL2b N 74 °16'18" W 1.02' 80 x t s 20.39' R.O.W. ' 575'09'11 "E C 0 IN 0 in R CA dr N7�z R 53. W R 0 ' ALLEY BLOCK 86 GALENA ILOFTS CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA LC2a 120.63' 53.69' 111.88' 96.81' 1 S 81 0 52'51" W 128 0 43'41" GENERAL UTILITY NOTES 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 YFARS FROM THE DATE OF CERTIFICATION SHOWN H R ON 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact oil utility companies for field location of utilities prior to construction. LOT 2 AMENDED RIO GRANDE SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, SHEET 1 OF 3 o J l C3 6 � 9pO yF' 369'' o'S5• _— 00 i w LOT 1 0 0 0 0 GRANDE N SUBDIVIrSI Z 25, 756 sq. ft. 374 "E ACCESS EASEWWT 0.591 acres N74'50' 0 6C }O BOOK 608 PACE 9 55 / 8.09 & WASHER L.S. #13166 77 81 ELEVA77ON 7886.7' u „:•:,•. STATE OF COLORADO T \ 2pG �S R GF \ BASIS OF BEARING_ — FOUND NAIL & WA SHER f L.S. #16129 A(ML STREET CONDOS Y PARCEL > SET #5 REBAR & ALUMINUM W.C. CAP L.S. 1128643 (2.0') o El AriLL STREET CONDOS PARCEL 2 6 I _ M W.C. 6 (1. 0— 20.00' 20' INGRESS & EGRESS EASE. LOT 3 RIO GRANDE SUBDIVISION 24,922 sq. ft. 0.572 acres w 74.0' 10.00' — R.O.W. ! r 20.00' N N �y Z w N(M M w — ry = z rn a — J 25 Q 10.75' S7 ~ z N W '47'48"E N75'47'48 " 10.75' 6 aI 3 I) M — ( N a S75'47 10.44' w 74.0' u) — R.O.W. ! to N N �y ♦o N(M M ry F� z rn V 1 — J 10.75' S7 ~ z N W '47'48"E N75'47'48 " 10.75' 6 aI GALENA PLAZA I CONDOMINIUMS SOPRIS ENGINEERING 20.39 R.O.W. LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 I 1 - - -i wC • u N i o�0 �I "Wo m a2V N (7! qqo �Qtl q� h �06 O � 1 , `•D w t •• S t V ti OUHSC � a\ l i a�el 4•� � u .�. 1 Qo O� 'r �.``�`�� 1 ♦1t 5 � .. I � �. N \�„ ' I \ 1 1 �. � 1 �� '�, } i r rt r �:i\ »•.' r � � t � � � r y {f '�*s, y r y 5•' � , >).� �xUM ]90th " %����� �'� � r \ii �\l� >c� ��.\;. �.;�`t. v" �� �� '{, }'9 j�Uy t f•I'ry a . �st '- nrc ,� .J'`� % :;,9ja f a. 4 n s�la •f� '1� r'c r1� t[ +�. ,.it .,s'� < 't�X�;;� ♦. gb. •,e ! �,)., r� tt.t..11i�'> c} .�i •: ,.t �!� -,`i.� j..: Sr a\ 1 ,. fit P'ytc h . (' �,tti4i Qi,.��1 � _� S>��l"'�Y Jr' , � \ M.. �e �ari�. • yI r ••,llama ti �,,'�'r � �j'.': i..� � t 3 ' I! �� , , �`:'r � t I rat, <� .'�;�titi'�, �� P .-a :.) � w S;, "� ,' It � y Y+:. {� L�.I �I, 1, tf r.r .'•AAA` \A�- or,G��.. �� -^x r f►"�".R �'1' A l �.._.�RI t �, - �....4'� , tr./ } // . ah ,, ..v s . ,• A A .. f. mil' . br 'r!. �.."r .l .�, L �. �� v.v 1.:.�' wa�C( - � �y) °j ll� r�r / , /f���tY1� }) }�. •. y��w{�^ " 'r L tr'h... •• "X 11 ➢ d.rY yS "(....:�,`i� \��.,•; 4 I \.. • �rl 'l� ; Spp �.�a+r� r T f +M 1 '"G•`Z + r f � ?.t ` 5 1. \ \�:. 'xfajf,il4� }rlf�)llr �4t %ilt ( ,!'+r ji 7 1..,4 '• r c�'' L ... <} 4,i5 \� k; +•� •.' ,.� /r �'Sr �. �, t�tL(f? / -+` ♦.�,l leG '. 1 '.a 'ct l 1rJISt l i �� ! z�GJ �< � '\}S �f -. .•4 `. \'✓ b �i �F.� ..+r�r l`•*, 1` r' �� �y( i rf�os .. C f 'tV\ �� � � -� ♦ ✓. 'St'3�5. � e aly�>r 4. \ "�.r y� / rt� /(f ✓f �J fffjfl r I ( r �1 / O \� r C v.! '1r 11 s \ w •:.� , ir4 j/ / \ c, S�` < A 5 1 /e 'mil r,s 1:'c ✓ {r �!r >�r ./^"�\ �.W X1'1\ t;: // .� ���� \ \l� l �f �' t��� ✓Y� �,..\\�- 11 I � ;5- .r�i �tA,K \r; VICINITY MAP SCALE: 1" = 2000 PROPERTY DESCRIPTION: Lot 2 Amended, of the Rio Grande Subdivision, according to the Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plot recorded July 5, 2002 in Plat Book 61 Page 19 as Reception No. 469504 City of Aspen County of Pitkin State of Colorado 06116 *3 1) Date of survey. July 2008 - March 2009. 2) Date of preparation: December 2008 -March 2009. 3) Basis of bearing: A bearing of S 75'05'40" E between the Southwesterly property corner of Lot 1, The Rio Grande Subdivision, monumented by a nail and washer L.S. No. 13166 and the Northeasterly property corner of Lot 4, The Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plot, monumented by a nail and washer L.S. No. 13166 4) Basis of survey. Pitkin County Center Subdivision, recorded September 2, 1982 in Plat Book 13 at page 83 as Reception No. 243934, The Rio Grande Subdivision, recorded October 18, 1993 in Plot Book 32 at page 83 as Reception No. 362199, Pitkin County Center Subdivision Lot Line Adjustment Plot, recorded July 5, 2002 in Plat Book 61 at page 19 as Reception No. 469504, various documents of record and the found section, subdivision lot and block corner monuments as shown. 5) Basis of elevation: The 1998 City of Aspen Drexel Barrel control datum, which is based on on elevation of 7720.88' (NAVD 1988) on the NGS station "S -159 ". This established o site benchmark with on elevation of 7886.70 feet, on the found nail and washer L.S. #13166 monumenting the Southwesterly property corner of Lot 1, The Rio Grande Subdivision. 6) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine ownership or easements of record. For ail information regarding easements, right -of -way and /or title of record SE relied upon the items listed in Note 4 and the Title Commitment prepared by Pitkin County Title, Inc., Case No. 85626L effective date October 14, 2008. 7) Contour interval equals one foot. 8) According to the Federal Emergancy Management Agency F.E.M.A. utilizing the Flood Insurance Rate Map F.I.R.M, panel 08097cO204c with an effective date of June 4, 1987 the entire boundary of the subject property is Zone X (non - shaded) and defined as outside the 500 year flood plain. 9) All boundary corners are to be monumented with a #5 rebor & plastic cap in ground or 1.5" brass cap in concrete or asphalt, unless otherwise noted. SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plat was prepared by Sopris Engineering, LLC (SE) for CITY OF ASPEN and PITKIN COUNTY TITLE, Inc. I furthermore state that the improvements on the above described parcel on this date, March 19. 2009 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 part of said parcel, except as noted. I furthermore state that the control p ion is greater than 1 in 10,000 and that this property is sub' 0 �E rvations, restrictions, covenants and easements of rec 19p. lr� .6 ov ��� g. C �r�. P A A v: e /I m'•F1 Mark S. RAS 28111 03/24/09 EX \28111EX -COND3 W W W3 / \\ n \ OL �. 2 74.0' — R.O.W. Z W F� `. V 1 I 1 - - -i wC • u N i o�0 �I "Wo m a2V N (7! qqo �Qtl q� h �06 O � 1 , `•D w t •• S t V ti OUHSC � a\ l i a�el 4•� � u .�. 1 Qo O� 'r �.``�`�� 1 ♦1t 5 � .. I � �. N \�„ ' I \ 1 1 �. � 1 �� '�, } i r rt r �:i\ »•.' r � � t � � � r y {f '�*s, y r y 5•' � , >).� �xUM ]90th " %����� �'� � r \ii �\l� >c� ��.\;. �.;�`t. v" �� �� '{, }'9 j�Uy t f•I'ry a . �st '- nrc ,� .J'`� % :;,9ja f a. 4 n s�la •f� '1� r'c r1� t[ +�. ,.it .,s'� < 't�X�;;� ♦. gb. •,e ! �,)., r� tt.t..11i�'> c} .�i •: ,.t �!� -,`i.� j..: Sr a\ 1 ,. fit P'ytc h . (' �,tti4i Qi,.��1 � _� S>��l"'�Y Jr' , � \ M.. �e �ari�. • yI r ••,llama ti �,,'�'r � �j'.': i..� � t 3 ' I! �� , , �`:'r � t I rat, <� .'�;�titi'�, �� P .-a :.) � w S;, "� ,' It � y Y+:. {� L�.I �I, 1, tf r.r .'•AAA` \A�- or,G��.. �� -^x r f►"�".R �'1' A l �.._.�RI t �, - �....4'� , tr./ } // . ah ,, ..v s . ,• A A .. f. mil' . br 'r!. �.."r .l .�, L �. �� v.v 1.:.�' wa�C( - � �y) °j ll� r�r / , /f���tY1� }) }�. •. y��w{�^ " 'r L tr'h... •• "X 11 ➢ d.rY yS "(....:�,`i� \��.,•; 4 I \.. • �rl 'l� ; Spp �.�a+r� r T f +M 1 '"G•`Z + r f � ?.t ` 5 1. \ \�:. 'xfajf,il4� }rlf�)llr �4t %ilt ( ,!'+r ji 7 1..,4 '• r c�'' L ... <} 4,i5 \� k; +•� •.' ,.� /r �'Sr �. �, t�tL(f? / -+` ♦.�,l leG '. 1 '.a 'ct l 1rJISt l i �� ! z�GJ �< � '\}S �f -. .•4 `. \'✓ b �i �F.� ..+r�r l`•*, 1` r' �� �y( i rf�os .. C f 'tV\ �� � � -� ♦ ✓. 'St'3�5. � e aly�>r 4. \ "�.r y� / rt� /(f ✓f �J fffjfl r I ( r �1 / O \� r C v.! '1r 11 s \ w •:.� , ir4 j/ / \ c, S�` < A 5 1 /e 'mil r,s 1:'c ✓ {r �!r >�r ./^"�\ �.W X1'1\ t;: // .� ���� \ \l� l �f �' t��� ✓Y� �,..\\�- 11 I � ;5- .r�i �tA,K \r; VICINITY MAP SCALE: 1" = 2000 PROPERTY DESCRIPTION: Lot 2 Amended, of the Rio Grande Subdivision, according to the Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plot recorded July 5, 2002 in Plat Book 61 Page 19 as Reception No. 469504 City of Aspen County of Pitkin State of Colorado 06116 *3 1) Date of survey. July 2008 - March 2009. 2) Date of preparation: December 2008 -March 2009. 3) Basis of bearing: A bearing of S 75'05'40" E between the Southwesterly property corner of Lot 1, The Rio Grande Subdivision, monumented by a nail and washer L.S. No. 13166 and the Northeasterly property corner of Lot 4, The Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plot, monumented by a nail and washer L.S. No. 13166 4) Basis of survey. Pitkin County Center Subdivision, recorded September 2, 1982 in Plat Book 13 at page 83 as Reception No. 243934, The Rio Grande Subdivision, recorded October 18, 1993 in Plot Book 32 at page 83 as Reception No. 362199, Pitkin County Center Subdivision Lot Line Adjustment Plot, recorded July 5, 2002 in Plat Book 61 at page 19 as Reception No. 469504, various documents of record and the found section, subdivision lot and block corner monuments as shown. 5) Basis of elevation: The 1998 City of Aspen Drexel Barrel control datum, which is based on on elevation of 7720.88' (NAVD 1988) on the NGS station "S -159 ". This established o site benchmark with on elevation of 7886.70 feet, on the found nail and washer L.S. #13166 monumenting the Southwesterly property corner of Lot 1, The Rio Grande Subdivision. 6) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine ownership or easements of record. For ail information regarding easements, right -of -way and /or title of record SE relied upon the items listed in Note 4 and the Title Commitment prepared by Pitkin County Title, Inc., Case No. 85626L effective date October 14, 2008. 7) Contour interval equals one foot. 8) According to the Federal Emergancy Management Agency F.E.M.A. utilizing the Flood Insurance Rate Map F.I.R.M, panel 08097cO204c with an effective date of June 4, 1987 the entire boundary of the subject property is Zone X (non - shaded) and defined as outside the 500 year flood plain. 9) All boundary corners are to be monumented with a #5 rebor & plastic cap in ground or 1.5" brass cap in concrete or asphalt, unless otherwise noted. SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plat was prepared by Sopris Engineering, LLC (SE) for CITY OF ASPEN and PITKIN COUNTY TITLE, Inc. I furthermore state that the improvements on the above described parcel on this date, March 19. 2009 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 part of said parcel, except as noted. I furthermore state that the control p ion is greater than 1 in 10,000 and that this property is sub' 0 �E rvations, restrictions, covenants and easements of rec 19p. lr� .6 ov ��� g. C �r�. P A A v: e /I m'•F1 Mark S. RAS 28111 03/24/09 EX \28111EX -COND3 W W W3 / \\ n \ OL �. 2 DECIDUOUS TREE Lt�l s CONIFER TREE GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: LOT 2 AMENDED, RIO GRANDE SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 3 EXISTING Rlo •1.41 © EXISTING ELECTRIC MANHOLE 34) 6 "X 18' DECIDUOUS ® G�DE 84) (9) EXISTING DRYWELL K) SG A �cE 59) 12 "X 20' SPRUCE QT EXISTING TELEPHONE MANHOLE 10 "X 30' COTTON WOOD B) 4 "X 15' MAPLE EXISTING UTILITY MANHOLE 10 "X 30' SPRUCE © EXISTING SEWER MANHOLE 76) 6 "X 18' MAPLE 92) LOT 1 C) 4 "X 15' MAPLE Cob EXISTING POWER POLE 39) 3 "X 10' MAPLE 61) 12 "X 20' SPRUCE BA OF B ARI 93) Wv EXISTING WATER VALVE N) 't S 75'05'40" E 62) 8 "X 20' SPRUCE GV 94) 16 "X 45' COTTON WOOD E) 6 "X 25' MAPLE EXISTING GAS METER 7 "X 8' SPRUCE p LOT 5 79) 3 "X 6' CRAB APPLE ® EXISTING ELECTRIC TRANSFORMER F) 6 7 X 25' MAPLE ® EXISTING ELECTRIC METER 54) 6 "X 20' PINE PROJECT BENCHMAR EXISTING TELEPHONE PEDESTAL 96) © EXISTING CAN PEDESTAL I N WSHR s.,W y7 - 5 f6 ;T E'•2 7Gc EXISTING LIGHT POLE L.S. #13166 v EXISTING SIGN .a NAIL AND WASHER HLEEKER ELEV.= 7886.7' ® EXISTING IRRIGATION VALVE BOX 1) 10 "X 25' SPRUCE L.S. #13166 EXISTING VENT 57) f0 "X 20' SPRUCE n. EXISTING SURFACE DRAIN - Uc uc - EXISTING UNDERGROUND CAN - ut > EXISTING UNDERGROUND TELEPHONE - fo LOT 1 EXISTING UNDERGROUND FIBER OPTIC LOT 3 ue - EXISTING UNDERGROUND ELECTRIC - ss AMENDED a - w W EXISTING WATER - ug PCC SUB EXISTING GAS -etc etc- EXISTING COMMON TRENCH rF/) D EXISTING ROCK RETAINING WALL - 0 FOUND NAIL EXISTING CHAIN LINK FENCE - a 0- EXISTING WOOD FENCE - x & PLASTIC CAP L.S. #ILLEGIBLE EXISTING WIRE FENCE X 7900.0' SPOT ELEVATION W4 FOUND NAIL & W.C. WASHER z L.S. #13166 O %VR CAPLE =FOUtN MAIN STREET z J r ( II DECIDUOUS TREE Lt�l s CONIFER TREE GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: LOT 2 AMENDED, RIO GRANDE SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 3 EXISTING KEY MAP NOT TO SCALE CONDITIONS LEGEND •1.41 © EXISTING ELECTRIC MANHOLE 34) 6 "X 18' DECIDUOUS ® EXISTING WATER MANHOLE 84) (9) EXISTING DRYWELL K) SG EXISTING SEWER MANHOLE 59) 12 "X 20' SPRUCE QT EXISTING TELEPHONE MANHOLE 10 "X 30' COTTON WOOD B) 4 "X 15' MAPLE EXISTING UTILITY MANHOLE 10 "X 30' SPRUCE © EXISTING SEWER MANHOLE 76) 6 "X 18' MAPLE 92) EXISTING GUY WIRE C) 4 "X 15' MAPLE Cob EXISTING POWER POLE 39) 3 "X 10' MAPLE 61) 12 "X 20' SPRUCE EXISTING FIRE HYDRANT 93) Wv EXISTING WATER VALVE N) 't EXISTING CURB STOP 62) 8 "X 20' SPRUCE GV 94) 16 "X 45' COTTON WOOD E) 6 "X 25' MAPLE EXISTING GAS METER 7 "X 8' SPRUCE Q EXISTING ELECTRIC TRANSFORMER 79) 3 "X 6' CRAB APPLE ® EXISTING ELECTRIC TRANSFORMER F) 6 7 X 25' MAPLE ® EXISTING ELECTRIC METER 54) 6 "X 20' PINE I0 EXISTING TELEPHONE PEDESTAL 96) © EXISTING CAN PEDESTAL Q) O EXISTING SEWER CLEANOUT 71) 6 "X 12' MAPLE 7Gc EXISTING LIGHT POLE 16 "X 45' COTTON WOOD v EXISTING SIGN 6 "X 10' MAPLE gos EXISTING GAS MARKER 82) 4 "X 12' MAPLE ® EXISTING IRRIGATION VALVE BOX 1) 10 "X 25' SPRUCE ® EXISTING VENT 57) f0 "X 20' SPRUCE ® EXISTING SURFACE DRAIN - Uc uc - EXISTING UNDERGROUND CAN - ut ut - EXISTING UNDERGROUND TELEPHONE - fo fo - EXISTING UNDERGROUND FIBER OPTIC - ue ue - EXISTING UNDERGROUND ELECTRIC - ss ss - EXISTING SEWER - w W EXISTING WATER - ug ug - EXISTING GAS -etc etc- EXISTING COMMON TRENCH EXISTING RETAINING WALL EXISTING ROCK RETAINING WALL - 0 0 - EXISTING CHAIN LINK FENCE - a 0- EXISTING WOOD FENCE - x x - EXISTING WIRE FENCE X 7900.0' SPOT ELEVATION DECIDUOUS TREE Lt�l s CONIFER TREE GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: LOT 2 AMENDED, RIO GRANDE SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 3 -5 ff I CONC. ° SIDEWALK 4 4 .e . e d - I EX -STORM MANHOLE RIM = 7895.4' 93.4' INV. = 7889.4' P 4 ♦e b . e -e CONC. ° SIDEWALK O ° a SEWER MANHOLE B--3B O ° RIM EL. = 7902.34 INV. EL. = 7892.11 E H ° SEWER MANHOLE B -4 °• RIM EL. = 7903.34 INV. EL. = 789266 ,a n • i a o a NIX ' °•• a 10 L -� •�. AIL F y,96 Ut N Lit CONC. SOPRIS ENGINEERING - LLC 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 HFRFON. GENERAL UTILITY NOTES: 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. s •ryrd#". ^y, n � . a:;{ ?. v � :5 Y �w ..., .,.�, '• ;2... c '+*..: Vim., ,x. <'3 zt. ,ww, nx.„ +, .n,.u.� ° #.5°..... v.. , .. ,R?m. ^•,.., x <.'. a- _ ,,, CS x o, x ."i, . -. .l .:v •§::. m..,.... "�� x.' ✓ .lwzt •i x.k, a. ^;_,. s. L >.. .+. .7• fik`,._Y t .a °`AiwTy , . v .. ,Z, .z" n z , ,....., v <.., ..,. �rm.. rxP#nx #v ?,C" _.. >. , .,,.. . .: G . +.., >t�:;rc:,. r * ea z .. l ! r .� ' 't Y� A t ',+ ?^ a�,,i±~ rf.�?. .4y w•s„g ..,u ,k`k°� @ :..,�> >: •a"?; ..k" I) .vt � 9 `��::__�% >` r S fa � t� xa � � IYm Cs ,x`..:+y ✓z ify _��.' � .. ,., ik ..., ;•. 2 I ., ...k w . ... .. ,, F n ,. o: ✓ r x r ,»..... :. > � , . ...., t . .,. .. 4X - ±4. ..:. ,+ 6. k \. .. s. �. ... e 'v -. .., e. ✓.. a �.. .x<n , x u n v. #i. i.. {.;.. .. ., i i .....,. v,. �v xa rz, v. . ., cai ✓. ..? .J , a . •.- r t ✓ a -. 4 .... +• t. x. 3. „ o .. ' . .. 4�* ., �. .� ��"� S .. '3, r N' < (.• { ,F. � .a.. r l u. ) ..., i. >. ,. a .. ( +?,. .. ,. ✓"Y.. V(' .. v ,'¢':� , k` .. k .. S . 5 , . -,. 5 t .. b .`•tt 3.' # Ti r '�. s ,. , .. ��y°m^t« f .�.,. z, . .,„� A.'D, r� ✓r. 4 . ft�... i .. :. . c sl fM'6 ], 'S E .. , .+. �n ... , t ... V , t, +' L !Y x .t .x ,. =r .i X �. 1 .x _.. r ..,, ..S v x �... ._.. .. •: «, ,x �'�-' .,. r ... ,.,. ,< r fi ,,�� 7R E.GRA ... c . ✓.. <. .- ... .. ,. .....,.: ,. ,. x m �� e .., <..,, t -�..1 _.,...n ., �. .r, �.. -:... .a.,z'x �.... r r/ -,, ,.,� ._ 5 i.����..a„<"k • •�� ..z_.,... .a ,tir, ,,. :'\;,� is .} tt rz . .e, STEPS ROF 7 3..a .. ., pST. r 3� r' } i RK( *'4C y+a-* �P� k d a, >:•.. x.. ,..<.. ,..., ,, ,. ,s . A'.;:. x.... .., ,:: 3, ,,,F,;,.r. - .t ..re , .w >.: � ? a : a z x k k ,. , ' , .:Q � 5 t'. .... .\ ? , i'Y m \ " C ,� *,s v,✓c r �*�,h,,iy3` Y , ,��,r�¢,S {,. ' � �' . � sr, s•\ t ,2' .aa .? x � fx m, � 2 R"F' s• •> � ' �z '�+k 5 "�rst3;ts, ! w, } .a • . � . � .. . , r e d.• e b 3 (1 a k 1 .. � ° • ° • e ; - °,� 4 .• °'. � a r • -# f^ F- z y f s '2. a .: 35' L{ O (O RHANG VE ° • 4. z 88 . • h 51.4' .� te r ' ° •d ° �. ., , ' 2 Y88.83 C i ( ?786476 X 77.8' 3 -' 7 5 t FINISH FLOOR -�� - ,SrA1R5 ONE STORY ELEV. = 7886.1 COVERED {) �, f• STEEL AND GLASS COMMERCIAL n t= hs k X ENTRY AB FINISH FLOOR „_ FINISH FLOOR ° T8 425 RIO GRANDE AIR 7 ? e' in ELEV. = 7885.3 � _ ELEV. = 7898.1 COND17IONERS 8$ ; x U dfILL STREET CONDOS 3 MILL STREET CONDOS PARCEL 2 - - PARCEL > 415 R!0 GRANDE PLACE o ie96.td" b COVERED,WALdSWAY ; e ,e d 3 ° ♦ °. 78fe o -1 . a \= 210 NORTH MILL STREET THREE STORY BRICK - �p r a w e ' OFFICE BUILDING a TWO STORY BRICK • ,., e .. .p d • - •GRA p .♦ ..' OFFICE BUILDING ° ,. U COSE ED NC °' d SHAFT VENT 1 {COMMUNITY BANK) STEEL CO _ o o ° FtER'LEVEL ARKI G °CURS. 3�. WALKWAY ° ONCR V 'e W /RAILING ,. ° 1 ' 9 0 . 77.8' -.z - -•v .x.�a , .k ti DOWN o rs ° O 0 O O O Y - O �- o h 51.5' LAND CAPE ti` ( �/oZ 7 RETAINING \ _ �o p 7694.3 oz WALL 1d BOX My., TAINING'WAL ✓ ; TOP LEVEL 0 0 C -QURB RE L' S • 10' A9D GUTTER I ' q.5, ° n a n 80G Ona m BENCH �z 1 i m 1 \ _ RETAINING 9 met 4. . ° WALL e e X 7 VJ ♦.. • .. b r �E � S 1 r tb d. f I (TYf •) Psi € `!I1aY Y L TYP.) TR)�F. CHART (CALIPER =" X DRIP DIAMETER = •1.41 . B 34) 6 "X 18' DECIDUOUS 58) 14 "X 25' SPRUCE 74) 4 "X 15' MAPLE 84) 5 "X 12' MAPLE A) 15 "X 25' COTTON WOOD K) 10 "X 30' SPRUCE 37) 8 "X 12' MAPLE 59) 12 "X 20' SPRUCE 75) 3 "X 10' JUNIPER 85) 10 "X 30' COTTON WOOD B) 4 "X 15' MAPLE L) 10 "X 30' SPRUCE 38) 4 "X 10' MAPLE 60) 12 "X 20' SPRUCE 76) 6 "X 18' MAPLE 92) 10 "X 25' ASPEN C) 4 "X 15' MAPLE M) 10 "X 30' SPRUCE 39) 3 "X 10' MAPLE 61) 12 "X 20' SPRUCE 77) 6 "X 18' MAPLE 93) 6 "X 12' MAPLE D) 3 "X 12' JUNIPER N) 9 "X 10' SPRUCE 52) 6 "X 20' PINE 62) 8 "X 20' SPRUCE 78) 3 "X 12' JUNIPER 94) 16 "X 45' COTTON WOOD E) 6 "X 25' MAPLE 0) 7 "X 8' SPRUCE 53) 6 "X 20' PINE 63) 8 "X 20' SPRUCE 79) 3 "X 6' CRAB APPLE 95) 12 "X 30' COTTON WOOD F) 6 7 X 25' MAPLE P) 10 "X 12' SPRUCE 54) 6 "X 20' PINE 70) 14 "X 35' COTTON WOOD 80) 3 "X 6' CRAB APPLE 96) 6 "X 12' MAPLE G) 3 "X 15' JUNIPER Q) 10 "X 12' SPRUCE 55) 4 "X 15' MAPLE 71) 6 "X 12' MAPLE 81) 3 "X 6' CRAB APPLE 97) 16 "X 45' COTTON WOOD H) 10 "X 25' SPRUCE R) 6 "X 10' MAPLE 56) 10 "X 20' SPRUCE 72) 6 "X 12' MAPLE 82) 4 "X 12' MAPLE 98) 3 "X 9' MAPLE 1) 10 "X 25' SPRUCE S) 14 "X 20' COTTON WOOD 57) f0 "X 20' SPRUCE 73) 6 "X 12' MAPLE 83) 12 "X 40' COTTON WOOD 99) 15 "X 25' COTTON WOOD J) 10 "X 30' SPRUCE T) 6 "X 10' SPRUCE -5 ff I CONC. ° SIDEWALK 4 4 .e . e d - I EX -STORM MANHOLE RIM = 7895.4' 93.4' INV. = 7889.4' P 4 ♦e b . e -e CONC. ° SIDEWALK O ° a SEWER MANHOLE B--3B O ° RIM EL. = 7902.34 INV. EL. = 7892.11 E H ° SEWER MANHOLE B -4 °• RIM EL. = 7903.34 INV. EL. = 789266 ,a n • i a o a NIX ' °•• a 10 L -� •�. AIL F y,96 Ut N Lit CONC. SOPRIS ENGINEERING - LLC 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 HFRFON. GENERAL UTILITY NOTES: 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. 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' � �' . � sr, s•\ t ,2' .aa .? x � fx m, � 2 R"F' s• •> � ' �z '�+k 5 "�rst3;ts, ! w, } .a • . � . � .. . , r e d.• e b 3 (1 a k 1 .. � ° • ° • e ; - °,� 4 .• °'. � a r • -# f^ F- z y f s '2. a .: 35' L{ O (O RHANG VE ° • 4. z 88 . • h 51.4' .� te r ' ° •d ° �. ., , ' 2 Y88.83 C i ( ?786476 X 77.8' 3 -' 7 5 t FINISH FLOOR -�� - ,SrA1R5 ONE STORY ELEV. = 7886.1 COVERED {) �, f• STEEL AND GLASS COMMERCIAL n t= hs k X ENTRY AB FINISH FLOOR „_ FINISH FLOOR ° T8 425 RIO GRANDE AIR 7 ? e' in ELEV. = 7885.3 � _ ELEV. = 7898.1 COND17IONERS 8$ ; x U dfILL STREET CONDOS 3 MILL STREET CONDOS PARCEL 2 - - PARCEL > 415 R!0 GRANDE PLACE o ie96.td" b COVERED,WALdSWAY ; e ,e d 3 ° ♦ °. 78fe o -1 . a \= 210 NORTH MILL STREET THREE STORY BRICK - �p r a w e ' OFFICE BUILDING a TWO STORY BRICK • ,., e .. .p d • - •GRA p .♦ ..' OFFICE BUILDING ° ,. U COSE ED NC °' d SHAFT VENT 1 {COMMUNITY BANK) STEEL CO _ o o ° FtER'LEVEL ARKI G °CURS. 3�. WALKWAY ° ONCR V 'e W /RAILING ,. ° 1 ' 9 0 . 77.8' -.z - -•v .x.�a , .k ti DOWN o rs ° O 0 O O O Y - O �- o h 51.5' LAND CAPE ti` ( �/oZ 7 RETAINING \ _ �o p 7694.3 oz WALL 1d BOX My., TAINING'WAL ✓ ; TOP LEVEL 0 0 C -QURB RE L' S • 10' A9D GUTTER I ' q.5, ° n a n 80G Ona m BENCH �z 1 i m 1 \ _ RETAINING 9 met 4. . ° WALL e e X 7 VJ ♦.. • .. b r �E � S 1 r tb d. f I (TYf •) Psi € `!I1aY Y L TYP.) 'I r b b �• 7-5'(4 cv fi f X9 0 a 9q e' sos. a° 0 50• . • .y VVLUM/Y � 97 0 �� 2 0 6A, �. F �• CONC�FTE v • . p WALKWAYS ° OJ� •e' . d � � COLUMN FINISH FLOOR ELEV = 7909.0 M 2.0' 2.0' at ( CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 \ 6th P.M. BY) 4 "X 12' MAPLE Y o EX- DRYWELL - GRA TE= 7909. 0' INV.= 7907.8' T9p9' x >9ps os. LANDS C E? - -i LOT 2 AMENDED GRATED s° CONC. w _i, r _ ,. SHAFT NT {T j_ WALL MOUNT RIO GRANDE LINER I I' 9 LITE (TYP.) SUBDIVISION �`� 41,016 sq. ft. PJ� 1 l� 0.942 acres DRAIN ; ®90 _ -� og LANDSCAPE ABOVE (T �) �® _e1a. 9 T T �eo PARKING BELOW I i _,?� g oo g� i r om91 EX DRYWELL X 900 nloT � 7 7 a GRATE= 7913.3's INV.= 7911.6' SEMI - CIRCLE , SEA77NG 1 .J._ l� 10 ���� 909, om 90 9 EL CT 1,4 j 0 - _.... „ f• PL G '9 0 I 9 i 1 a x _ �,L --• E H , P E ST L �s� �.• P ELEC BOX T RETAIN! L 7972.23' GRATED i LANDSCAPE SHAFT -` N VENT T "' K - 1W GRA TE= 7910.2' INV.= 7907.4' SEWER MANHOLE B -4A I RIM EL. = 7908.47 INV. EL. = 7898.28 AND END o CALENA LOFTS M SEWER MANHOLE C -1 RIM L. = 7909.20 INV. EL. = 7899.11 M® SEWER MANHOLE RG -3 RIM EL. = 7885.47 INV. IN EL. = 7879.22 INV. OUT EL. = 7878.48 WALL MOL LITE (TYP, l i os '- Q 1 7909!04 U R0( �RYV�ELL f 2 OVERHAF SHED W fo + �3 30 i� STAIRS Eel sc Mork S. x 00 1 :2 a0 IN4 12.2 1FINISH FLOOR ELEV. = 7889: N WW C STA RS •�I C- o 7 tG I N O 3 co 7 i �I CJ' OLL r n II c Oz_ • �> �N��i LL O LANDING ABOVE BRICK & STUCCO EXTERIOR 455 RIO GRAN' COVERED STAIRS FINISH ELEV. m a ,`90 rn a ?s )ND3 •1.41 . B . ED : s 16.$ 1- 15.0' n8.5' ♦ '1 13.7' 1.4.1 i 19.9' , q4.0 ,c 22.9, O• Y° ,' ^ h• O O O G i� i ,' � O O O O FINISH FLOOR " ' 7 ELEV. = 7892.2 3 1 3.0' . 3.( . EX -STORM INLET 2 N- GRATE = 7891.9' FINISH FLOOR a 2.0' INV. = 7889.9' ELEV = 7892.3 a EX -STORM INLET LOT 3 in 0. GRATE = 7892.1 2.0 c 0.7' IN 7ss1.1' RIO GRANDE 2.0 a SUBDIVISION b b 24,922 sq. ft. ° 0.7 0.572 acres a` 0 2.0'E 0.7' 2 0� 120 NORTH MILL STREET I PITKIN COUNTY LIBRARY a ° TWO -STORY BRICK EXTERIOR 'I r b b �• 7-5'(4 cv fi f X9 0 a 9q e' sos. a° 0 50• . • .y VVLUM/Y � 97 0 �� 2 0 6A, �. F �• CONC�FTE v • . p WALKWAYS ° OJ� •e' . d � � COLUMN FINISH FLOOR ELEV = 7909.0 M 2.0' 2.0' at ( CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 \ 6th P.M. BY) 4 "X 12' MAPLE Y o EX- DRYWELL - GRA TE= 7909. 0' INV.= 7907.8' T9p9' x >9ps os. LANDS C E? - -i LOT 2 AMENDED GRATED s° CONC. w _i, r _ ,. SHAFT NT {T j_ WALL MOUNT RIO GRANDE LINER I I' 9 LITE (TYP.) SUBDIVISION �`� 41,016 sq. ft. PJ� 1 l� 0.942 acres DRAIN ; ®90 _ -� og LANDSCAPE ABOVE (T �) �® _e1a. 9 T T �eo PARKING BELOW I i _,?� g oo g� i r om91 EX DRYWELL X 900 nloT � 7 7 a GRATE= 7913.3's INV.= 7911.6' SEMI - CIRCLE , SEA77NG 1 .J._ l� 10 ���� 909, om 90 9 EL CT 1,4 j 0 - _.... „ f• PL G '9 0 I 9 i 1 a x _ �,L --• E H , P E ST L �s� �.• P ELEC BOX T RETAIN! L 7972.23' GRATED i LANDSCAPE SHAFT -` N VENT T "' K - 1W GRA TE= 7910.2' INV.= 7907.4' SEWER MANHOLE B -4A I RIM EL. = 7908.47 INV. EL. = 7898.28 AND END o CALENA LOFTS M SEWER MANHOLE C -1 RIM L. = 7909.20 INV. EL. = 7899.11 M® SEWER MANHOLE RG -3 RIM EL. = 7885.47 INV. IN EL. = 7879.22 INV. OUT EL. = 7878.48 WALL MOL LITE (TYP, l i os '- Q 1 7909!04 U R0( �RYV�ELL f 2 OVERHAF SHED W fo + �3 30 i� STAIRS Eel sc Mork S. x 00 1 :2 a0 IN4 12.2 1FINISH FLOOR ELEV. = 7889: N WW C STA RS •�I C- o 7 tG I N O 3 co 7 i �I CJ' OLL r n II c Oz_ • �> �N��i LL O LANDING ABOVE BRICK & STUCCO EXTERIOR 455 RIO GRAN' COVERED STAIRS FINISH ELEV. m a ,`90 rn a ?s )ND3 IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: NOT TO SCALE _ BASIS OF BEARING IZ qqo � O � O 6 A 61 ��DDO GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. LOT 3 74.0• _ R.O.W. z W r a J Z C-J U) 3' PIPE BO T. ELEV. 789Z9 e :.: - y r � ° ' ., a n�.z tw`�'.'.ft�n. 4..b ::*;.; `Y.v� , • - � FL OOR DR E LEVATION u • Epley • - • _ a • Y� a leg y r �„r�,,�t • 3' PIPE VERTICAL � M O NOT TO SCALE _ BASIS OF BEARING IZ qqo � O � O 6 A 61 ��DDO GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. LOT 3 DETAIL "A" 1 =2' EAST VIEW NOT TO SCALE ALLLI tsLVUK an GALENAILOFTS ALENA PLAZ RILL&") 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 GENERALIUTILITY NOTES: 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. 74.0• _ R.O.W. z W a Z C-J U) 3' PIPE BO T. ELEV. 789Z9 e :.: - y r � ° ' ., a .' i. k�'S3F1 tw`�'.'.ft�n. 4..b ::*;.; `Y.v� , • - � FL OOR DR E LEVATION 3' PIPE VERTICAL DETAIL "A" 1 =2' EAST VIEW NOT TO SCALE ALLLI tsLVUK an GALENAILOFTS ALENA PLAZ RILL&") 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 GENERALIUTILITY NOTES: 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. LOT � AME1�DED RIO GRANDE SUBDIVISI0N A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 3 OF 3 • D RAS 28111 03/24/09 EX \28111EX —COND3 74.0• _ R.O.W. z W a Z C-J U) LOT � AME1�DED RIO GRANDE SUBDIVISI0N A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 3 OF 3 • D RAS 28111 03/24/09 EX \28111EX —COND3 KEY MAP NOT TO SCALE MONUMENT LEGEND ® SET BRASS CAP L.S. #28643 O SET 115 REBAR AND PLASTIC CAP L.S. #28643 13 SET PK NAIL W/SHINNER L.S. 1128643 OQ FOUND REBAR AND CAP L.S. #13166 • FOUND PK NAIL W/SHINNER L.S. #13166 IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: � �O S UDD�V�S�O� LO T 3 9 A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 2 w Fit o � E- a. NOTES: 1) Date of survey. July 2008 — March 2009. 2) Date of preparation: December 2008 —March 2009. 3) Basis of bearing: A bearing of S 75'05'40" E between the Southwesterly property corner of Lot 1, The Rio Grande Subdivision, monumented by a nail and washer L.S. No. 13166 and the Northeasterly property corner of Lot 4, The Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plat, monumented by a nail and washer L.S. No. 13166 4) Basis of survey. Pitkin County Center Subdivision, recorded September 2, 1982 in Plot Book 13 at page 83 as Reception No. 243934, The Rio Grande Subdivision, recorded October 18, 1993 in Plat Book 32 at page 83 as Reception No. 362199, Pitkin County Center Subdivision Lot Line Adjustment Plot, recorded July 5, 2002 in Plat Book 61 at page 19 as Reception No. 469504, various documents of record and the found section, subdivision lot and block corner monuments as shown. 5) Basis of elevation: The 1998 City of Aspen Drexel Barrel control datum, which is based on on elevation of 7720.88' (NAVD 1988) on the NGS station "S -159 ". This established a site benchmark with on elevation of 7886.70 feet, on the found nail and washer L.S. #13166 monumenting the Southwesterly property corner of Lot 1, The Rio Grande Subdivision. 6) 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, right —of —way and /or title of record SE relied upon the items listed in Note 4 and the Title Commitment prepared by Pitkin County Title, Inc., Case No. 85626L effective date October 14, 2008. 7) Contour interval equals one foot. 8) According to the Federal Emergancy Management Agency F.E.M.A. utilizing the Flood Insurance Rate Map F.I.R.M. panel 08097cO204c with on effective dote of June 4, 1987 the entire boundary of the subject property is Zone X (non— shaded) and defined as outside the 500 year flood plain. 9) All boundary corners are to be monumented with a #5 rebcr & plastic cop in ground or 1.5" brass cap in concrete or asphalt, unless otherwise noted. GENERAL UTILITY NOTES BANMRS GRAPHIC SCALE 20 40 80 ( IN FEET ) 1 inch = 20 ft. 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 Fa{ M N O 20.39' R.O.W. PLAZA M E O a MILL PARCEL TONDOS SET #5 REBAR & ALUMINUM W.C. CAP L.S. 1128643 (2.0') ALL STREET CONDOS PARCEL 2 SET #5 RE BAR &— ALUMINUM W.C. CAP L.S. #28643 (1.0') L— S75'09'11 "E 10.001 20.00' 20' INGRESS & EGRESS EASE. 20.00' 1 F Z w Q x r-11 Q m LOT 3 o RIO GRANDE SUBDIVISION 24,922 sq. ft. 0.572 acres 73.70' R.O.W. L- - -- N W W w _ w , FOUND NAIL ^i & W.C. WASHER LX Z L.S. #13166 I N75 °09'11 "W 1F2.36F 1 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. AULL & AWN SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 CORP. w 3 NIM N M 0 10.75' "E LOT R AMENDED RIO GRANDE SUBDIVISION 41,016 sq.ft. 0.942 acres ALLEY BLOCK 86 \l __ _ � � � f �•�.. �L} 1 � \,y� \' t1f�r 1tI +¢,�� � %�(a +�JJ , / t AR +, f Fi '.1 ���� z! \ M 79D,n�` t j�'��� °•• )� 1 t L� , A N , � i j`'I' ! }' �, J( � r'y� _ a '� a l +• � J'Gtiwcnduven \ /t •'r ? .i , 7/ : , r 00 )rr }�Z t y.�/1i t � i [cr 3 •�� 1Y..Y�' ,rj%t �, 5` �..�Aft Zf .nf e 7 �. �•`• / .G��`B� S �i� mot, ir(I r 1` iti'r� 4,'N'�.a . • �; Nj. ti' f r�'1fr 1 .� y�'`4 ,2� "r;!►{!"+. , , a ] c '.� � • Yt� i• ylr Ci ,L`)' \ \it s+ �w 1'Y y i y ` �jbl1(d M u � t 'X t � Wa eF r, i y , k t(( ti � { n ry r,p •o.'ir q i 'J 1.. \� U t7. �7r�'fi jj,:�1 :11 v �t•\,�' "f rl . W, � . r� ;i �Y''44 �:�:' ;r ' .'� ' t r(.. \•\ �'*' q��\ . i !'"' -`� I fw�,',� 1 • 'ra:.v t P .. w 1 A \ ,. r iF� `�'} �`� < 1i )1 I` � \.,. � ��''►`�,T s � , f s•'�•tr`. \�� ;.rIJ �i�� l }�� � �'� \�� \ c:rt v `r�iy'y''"` ( d #t \: r ky'•, r, ` t y\ \ r F � r •i r x f f�t f�l " )x j r, (d{ t � lE �~� "� ` �� �\�l a.� ` � `4� \ / T � 1 f Ia r y / v� $ e � ��`' t✓ `�� is ' J / /: r tejf� ,+ :+ � r� / s rf� � /� 1 .`e `%" .. S1' r /�\ � \a '•, 1 \ �. t J r �� �r /rf� ° r c1%,t tya�<0r^��lf r ,.�'�� .��, t � \\ y, V , i { � Y: � / tF .r/..t A� i r / � � .� .."'l ,�1� A ' •.'. � ;. (X/ VON t y � v ! / /i`i F\h,;� .rlf, � Z �a1.. 1 \�i,.. \�, ;S.. c . f+ i ;11 , Vl��� �•T`a. +�. \li ;t : VICINITY MAP SCALE: 1" = 2000' PROPERTY DESCRIPTION Lot 3, Rio Grande Subdivision, A part of the Southwest 114 of Section 7, Township 10 South, Range 84 West of the Sixth Principal Meridian, City of Aspen, Colorado according to the Plat thereof recorded in Plot Book 32 at Page 83 in the Pitkin County clerk and Recorder's Office, reserving however, that certain 20 —foot ingress and egress easement as shown on the Rio Grande Subdivision Plat for Lot 3 recorded in Plat Book 32 at Page 84. City of Aspen County of Pitkin State of Colorado SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plot was prepared by Sopris Engineering, LLC (SE) for CITY OF ASPEN and PITKIN COUNTY TITLE, Inc. I furthermore state that the improvements on the above described parcel on this date, March 19 2009 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 part of said parcel, except as noted. I furthermore state that the control precision is greater than 1 in 10,000 and that this property is subject to reservations, restrictions, covenants and easements of record or in place,<�, „ Mark S. Becklir L #� RAS 28111 03/24/09 EX \28111EX —COND3 S75'47' 4gg p¢¢ ggg "E 1 0.44' I n.a8-W R1p C ODE A �cZ , LOT 1 �_ BA OF BARING \ S 75'0540" E A LOT 5 PROJE CH ND WASHMRR & WASHERIL L.S. #16129 E 2 p "4 N AN WA HID BLEEKE L.S. #13166 hk 4 i ' AMENDE LOT 1 w AMENDED PCC SUB U ' '= ` FOUND NAIL t t `'''om ° & PLASTIC CAP �' z a ,z.,.;•: . >alM< L.S. MLLEGIBLE aHi FOUND NAIL & W.C. WASHER Z L.S. #13166 FOUND REBAR O & PLASTI C CAP L.S. hqLLEGIBLE MAIN STREET z 7 I KEY MAP NOT TO SCALE MONUMENT LEGEND ® SET BRASS CAP L.S. #28643 O SET 115 REBAR AND PLASTIC CAP L.S. #28643 13 SET PK NAIL W/SHINNER L.S. 1128643 OQ FOUND REBAR AND CAP L.S. #13166 • FOUND PK NAIL W/SHINNER L.S. #13166 IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: � �O S UDD�V�S�O� LO T 3 9 A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 2 w Fit o � E- a. NOTES: 1) Date of survey. July 2008 — March 2009. 2) Date of preparation: December 2008 —March 2009. 3) Basis of bearing: A bearing of S 75'05'40" E between the Southwesterly property corner of Lot 1, The Rio Grande Subdivision, monumented by a nail and washer L.S. No. 13166 and the Northeasterly property corner of Lot 4, The Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plat, monumented by a nail and washer L.S. No. 13166 4) Basis of survey. Pitkin County Center Subdivision, recorded September 2, 1982 in Plot Book 13 at page 83 as Reception No. 243934, The Rio Grande Subdivision, recorded October 18, 1993 in Plat Book 32 at page 83 as Reception No. 362199, Pitkin County Center Subdivision Lot Line Adjustment Plot, recorded July 5, 2002 in Plat Book 61 at page 19 as Reception No. 469504, various documents of record and the found section, subdivision lot and block corner monuments as shown. 5) Basis of elevation: The 1998 City of Aspen Drexel Barrel control datum, which is based on on elevation of 7720.88' (NAVD 1988) on the NGS station "S -159 ". This established a site benchmark with on elevation of 7886.70 feet, on the found nail and washer L.S. #13166 monumenting the Southwesterly property corner of Lot 1, The Rio Grande Subdivision. 6) 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, right —of —way and /or title of record SE relied upon the items listed in Note 4 and the Title Commitment prepared by Pitkin County Title, Inc., Case No. 85626L effective date October 14, 2008. 7) Contour interval equals one foot. 8) According to the Federal Emergancy Management Agency F.E.M.A. utilizing the Flood Insurance Rate Map F.I.R.M. panel 08097cO204c with on effective dote of June 4, 1987 the entire boundary of the subject property is Zone X (non— shaded) and defined as outside the 500 year flood plain. 9) All boundary corners are to be monumented with a #5 rebcr & plastic cop in ground or 1.5" brass cap in concrete or asphalt, unless otherwise noted. GENERAL UTILITY NOTES BANMRS GRAPHIC SCALE 20 40 80 ( IN FEET ) 1 inch = 20 ft. 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 Fa{ M N O 20.39' R.O.W. PLAZA M E O a MILL PARCEL TONDOS SET #5 REBAR & ALUMINUM W.C. CAP L.S. 1128643 (2.0') ALL STREET CONDOS PARCEL 2 SET #5 RE BAR &— ALUMINUM W.C. CAP L.S. #28643 (1.0') L— S75'09'11 "E 10.001 20.00' 20' INGRESS & EGRESS EASE. 20.00' 1 F Z w Q x r-11 Q m LOT 3 o RIO GRANDE SUBDIVISION 24,922 sq. ft. 0.572 acres 73.70' R.O.W. L- - -- N W W w _ w , FOUND NAIL ^i & W.C. WASHER LX Z L.S. #13166 I N75 °09'11 "W 1F2.36F 1 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. AULL & AWN SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 CORP. w 3 NIM N M 0 10.75' "E LOT R AMENDED RIO GRANDE SUBDIVISION 41,016 sq.ft. 0.942 acres ALLEY BLOCK 86 \l __ _ � � � f �•�.. �L} 1 � \,y� \' t1f�r 1tI +¢,�� � %�(a +�JJ , / t AR +, f Fi '.1 ���� z! \ M 79D,n�` t j�'��� °•• )� 1 t L� , A N , � i j`'I' ! }' �, J( � r'y� _ a '� a l +• � J'Gtiwcnduven \ /t •'r ? .i , 7/ : , r 00 )rr }�Z t y.�/1i t � i [cr 3 •�� 1Y..Y�' ,rj%t �, 5` �..�Aft Zf .nf e 7 �. �•`• / .G��`B� S �i� mot, ir(I r 1` iti'r� 4,'N'�.a . • �; Nj. ti' f r�'1fr 1 .� y�'`4 ,2� "r;!►{!"+. , , a ] c '.� � • Yt� i• ylr Ci ,L`)' \ \it s+ �w 1'Y y i y ` �jbl1(d M u � t 'X t � Wa eF r, i y , k t(( ti � { n ry r,p •o.'ir q i 'J 1.. \� U t7. �7r�'fi jj,:�1 :11 v �t•\,�' "f rl . W, � . r� ;i �Y''44 �:�:' ;r ' .'� ' t r(.. \•\ �'*' q��\ . i !'"' -`� I fw�,',� 1 • 'ra:.v t P .. w 1 A \ ,. r iF� `�'} �`� < 1i )1 I` � \.,. � ��''►`�,T s � , f s•'�•tr`. \�� ;.rIJ �i�� l }�� � �'� \�� \ c:rt v `r�iy'y''"` ( d #t \: r ky'•, r, ` t y\ \ r F � r •i r x f f�t f�l " )x j r, (d{ t � lE �~� "� ` �� �\�l a.� ` � `4� \ / T � 1 f Ia r y / v� $ e � ��`' t✓ `�� is ' J / /: r tejf� ,+ :+ � r� / s rf� � /� 1 .`e `%" .. S1' r /�\ � \a '•, 1 \ �. t J r �� �r /rf� ° r c1%,t tya�<0r^��lf r ,.�'�� .��, t � \\ y, V , i { � Y: � / tF .r/..t A� i r / � � .� .."'l ,�1� A ' •.'. � ;. (X/ VON t y � v ! / /i`i F\h,;� .rlf, � Z �a1.. 1 \�i,.. \�, ;S.. c . f+ i ;11 , Vl��� �•T`a. +�. \li ;t : VICINITY MAP SCALE: 1" = 2000' PROPERTY DESCRIPTION Lot 3, Rio Grande Subdivision, A part of the Southwest 114 of Section 7, Township 10 South, Range 84 West of the Sixth Principal Meridian, City of Aspen, Colorado according to the Plat thereof recorded in Plot Book 32 at Page 83 in the Pitkin County clerk and Recorder's Office, reserving however, that certain 20 —foot ingress and egress easement as shown on the Rio Grande Subdivision Plat for Lot 3 recorded in Plat Book 32 at Page 84. City of Aspen County of Pitkin State of Colorado SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plot was prepared by Sopris Engineering, LLC (SE) for CITY OF ASPEN and PITKIN COUNTY TITLE, Inc. I furthermore state that the improvements on the above described parcel on this date, March 19 2009 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 part of said parcel, except as noted. I furthermore state that the control precision is greater than 1 in 10,000 and that this property is subject to reservations, restrictions, covenants and easements of record or in place,<�, „ Mark S. Becklir L #� RAS 28111 03/24/09 EX \28111EX —COND3 S75'47' 4gg p¢¢ ggg "E 1 0.44' I n.a8-W IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: LOT 3 9 Rn � GRANDE S UBDI VIS I ON A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 2 . p. P s EXISTING KEY MAP NOT TO SCALE CONDITIONS LEGEND ° RETAINING WALL 8 93 • d n , ° n ® EXISTING ELECTRIC MANHOLE U off' O ® E 1.4.1'85 13.7' i�4.1n 19.9' D5) EXISTING DRYWELL 4) 6 "X 12' MAPLE Q ALOE 5 ) 6 "X 12' MAPLE (1 ) EXISTING TELEPHONE MANHOLE 6) 87 25' ASPEN UO EXISTING UTILITY MANHOLE 7) 10 "X 35' PINE ® EXISTING SEWER MANHOLE 8) 6 "X 20' MAPLE >_ LOT 1 9) 10 "X 25' PINE °"O_, EXISTING POWER POLE 10 6 " X 1 MAPLE(2) V BA OF B ARI r•1 wV EXISTING WATER VALVE 12) 6 "X 12' MAPLE 'Zf S 75'05'40" E 2 a C d GV 53) 6 "X 20' PINE 14) 10 "X 25' PINE N EXISTING GAS METER 2.o' A LOT 5 LET PROJECT BENCHMAR & FOUND WASHERIL EXISTING ELECTRIC PEDESTAL Ga ® EXISTING ELECTRIC METER NAI AN WASH R ' L.S. #16129 EXISTING TELEPHONE PEDESTAL 2.oc © SLEEKER ,..��<7S �; O EXISTING SEWER CLEANOUT N N 1 AN WA R L.S. #13166 EXISTING LIGHT POLE WOOD LOT 2 EXISTING SIGN 95) gas EXISTING GAS MARKER 0) 7 "X 8' SPRUCE AMENDE EXISTING IRRIGATION VALVE BOX o LOT I m 77) 6 "X 18' MAPLE ® EXISTING SURFACE DRAIN - uc AMENDED a - ut ut - EXISTING UNDERGROUND TELEPHONE - fo PCC SUB EXISTING UNDERGROUND FIBER OPTIC - ue ue - EXISTING UNDERGROUND ELECTRIC - ss ss - rn - w w - EXISTING WATER - ug FOUND NAIL EXISTING GAS " � EXISTING COMMON TRENCH & PLASTIC CAP L.S. #ILLEGIBLE EXISTING RETAINING WALL EXISTING ROCK RETAINING WALL - 0 0 - EXISTING CHAIN LINK FENCE - ❑ FOUND NAIL EXISTING WOOD FENCE - x x - EXISTING WIRE FENCE & W.C. WASHER SPOT ELEVATION � ?f{ z L.S. #13166 CONIFER TREE FOUND 5 REBAR O 1 & PLASTIC CAP L.S. #ILLEGIBLE J Li MAIN STREET z IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: LOT 3 9 Rn � GRANDE S UBDI VIS I ON A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 2 . p. P s GRAPHIC SCALE ( IN FEET ) I inch = 20 ft. GENERAL UTILITY NOTES: 'n FINISH FLOOR ".� ELEV. = 7898.1 �v .. afILL STREET CONDOS PARCEL f 210 NORTH MILL STREET TWO STORY BRICK OFFICE BUILDING c? (COMMUNITY BANK) HILL STREET CONDOS PARCEL 2 415 RIO GRANDE PLACE THREE STORY BRICK OFFICE BUILDING STEEL WALKWAY W /RAILING Ui EXISTING KEY MAP NOT TO SCALE CONDITIONS LEGEND ° RETAINING WALL 8 93 • d n , ° n ® EXISTING ELECTRIC MANHOLE U off' O ® EXISTING WATER MANHOLE 1.4.1'85 13.7' i�4.1n 19.9' D5) EXISTING DRYWELL 4) 6 "X 12' MAPLE Q EXISTING SEWER MANHOLE 5 ) 6 "X 12' MAPLE (1 ) EXISTING TELEPHONE MANHOLE 6) 87 25' ASPEN UO EXISTING UTILITY MANHOLE 7) 10 "X 35' PINE ® EXISTING SEWER MANHOLE 8) 6 "X 20' MAPLE >_ EXISTING GUY WIRE 9) 10 "X 25' PINE °"O_, EXISTING POWER POLE 10 6 " X 1 MAPLE(2) V EXISTING FIRE HYDRANT r•1 wV EXISTING WATER VALVE 12) 6 "X 12' MAPLE 'Zf EXISTING CURB STOP 2 a C d GV 53) 6 "X 20' PINE 14) 10 "X 25' PINE N EXISTING GAS METER 2.o' ® EXISTING ELECTRIC TRANSFORMER LET El EXISTING ELECTRIC PEDESTAL P ® EXISTING ELECTRIC METER 2.1 m EXISTING TELEPHONE PEDESTAL 2.oc © EXISTING CAN PEDESTAL IN = 7891.1' O EXISTING SEWER CLEANOUT 2.D'� >x EXISTING LIGHT POLE WOOD v EXISTING SIGN 95) gas EXISTING GAS MARKER 0) 7 "X 8' SPRUCE ® EXISTING IRRIGATION VALVE BOX o ® EXISTING VENT 77) 6 "X 18' MAPLE ® EXISTING SURFACE DRAIN - uc uc - EXISTING UNDERGROUND CATV - ut ut - EXISTING UNDERGROUND TELEPHONE - fo fo - EXISTING UNDERGROUND FIBER OPTIC - ue ue - EXISTING UNDERGROUND ELECTRIC - ss ss - EXISTING SEWER - w w - EXISTING WATER - ug ug - EXISTING GAS -etc etc- EXISTING COMMON TRENCH EXISTING RETAINING WALL EXISTING ROCK RETAINING WALL - 0 0 - EXISTING CHAIN LINK FENCE - ❑ o - EXISTING WOOD FENCE - x x - EXISTING WIRE FENCE X SPOT ELEVATION � ?f{ DECIDUOUS TREE CONIFER TREE GRAPHIC SCALE ( IN FEET ) I inch = 20 ft. GENERAL UTILITY NOTES: 'n FINISH FLOOR ".� ELEV. = 7898.1 �v .. afILL STREET CONDOS PARCEL f 210 NORTH MILL STREET TWO STORY BRICK OFFICE BUILDING c? (COMMUNITY BANK) HILL STREET CONDOS PARCEL 2 415 RIO GRANDE PLACE THREE STORY BRICK OFFICE BUILDING STEEL WALKWAY W /RAILING Ui il 1� e, • 5.7' ° CONCHCTE WALKWAYS - COLUMN T A 94 ° 90300 • ✓U `tSR•" s ° 6 Ita ' .. °. , 9p4.9e I , FINISH FLOOR ELEV. = 7909.0 M Y - 7aA llt Ut it i nA C 790: o .. SEWER gANHOLE B- C RIM EL.k 7903.04 INV. DR OP = EL. = 78 7.19 INV. EL. I= 7894.79 • 4 4.1 s. CONC.IPAD b. M 2.0' 2.0' AML & MAIN SOPRIS ENGINEERING - LLC 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. Nle EX -STORM MANHOLE RIM = 7895.4' DROP NV = 7893.4' INV. = 7889,4' 'a .o a .e CONC. SIDEWALK E. O SEWER MANHOLE B -38 RIM EL. = 7902.34 INV. EL. = 7892.11 SEWER MANHOLE B -4 RIM EL. = 7903.34 INV. EL. = 7892.66 °. �J8.9z GONG, CURB a ARID GUTTER ° RETAINING WALL 8 93 • d n , ° n ° (• .189h,3� \4 �. 4 896:54' a �990,0�' U off' O a . n15.0' 1.4.1'85 13.7' i�4.1n 19.9' Rc4.Om 22. 9' 43) 8 "X 25' ASPEN(2) 4) 6 "X 12' MAPLE 24) 12 "X 20' COTTON WOOD 44) 8 "X 25' ASPEN(2) 5 ) 6 "X 12' MAPLE 25) 6 "X 20' ASPEN 45) 7 "X 18' ASPEN(5) 6) 87 25' ASPEN 26) 10 "X 40' ASPEN c Ci 7) 10 "X 35' PINE 27) 6 "X 25' ASPEN(2) 47) 3 "X 12' ASPEN 8) 6 "X 20' MAPLE OR 48) 3 "X 15' ASPEN 9) 10 "X 25' PINE . 49) 3 "X 15' ASPEN 10 6 " X 1 MAPLE(2) E ' FINISH 892.2 3. 3.0' ' � 50) 7 "X 15' ASPEN(2) r•1 31) 8 "X 20' DECIDUOUS 51) 4 "X 12' MAPLE 12) 6 "X 12' MAPLE EX -STORM INLET GRATE = 7891.9' FINISH FLOOR 52) 6 "X 20' PINE 2 a C d 33) 7 "X 14' MAPLE 53) 6 "X 20' PINE 14) 10 "X 25' PINE INV. = 7889.9' ELEV. = 7892.3 54) 6 "X 20' PINE 2.o' 35) 67 18' MAPLE 55) 4 "X 15' MAPLE LET LOT 3 56) 10 "X 20' SPRUCE P 37) 8 "X 12' MAPLE 57) 10 "X 20' SPRUCE 2.1 38) 4 "X 10' MAPLE 58) 147 25' SPRUCE 2.oc 39) 3 "X 10' MAPLE 0 IN = 7891.1' RIO GRANDE' 60) 12 "X 20' SPRUCE 2.D'� 94) a WOOD SUBDIVISION 75 3 "X 10' JUNIPER 95) 12 "X 30' COTTON o 0) 7 "X 8' SPRUCE 24,922 sq. ft. 96) o 0.7' 77) 6 "X 18' MAPLE 0.572 acres 16 "X 45' COTTON WOOD Q) 10 "X 12' SPRUCE Q 98) 3 "X 9' MAPLE 2.0 Z 79) 37 6' CRAB APPLE 0 . 7 15 "X 25' COTTON 120 NORTH MILL STREET S) 14 "X 20' COTTON WOOD 2.0 PITKIN COUNTY LIBRARY TWO -STORY BRICK EXTERIOR il 1� e, • 5.7' ° CONCHCTE WALKWAYS - COLUMN T A 94 ° 90300 • ✓U `tSR•" s ° 6 Ita ' .. °. , 9p4.9e I , FINISH FLOOR ELEV. = 7909.0 M Y - 7aA llt Ut it i nA C 790: o .. SEWER gANHOLE B- C RIM EL.k 7903.04 INV. DR OP = EL. = 78 7.19 INV. EL. I= 7894.79 • 4 4.1 s. CONC.IPAD b. M 2.0' 2.0' AML & MAIN SOPRIS ENGINEERING - LLC 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. Nle EX -STORM MANHOLE RIM = 7895.4' DROP NV = 7893.4' INV. = 7889,4' 'a .o a .e CONC. SIDEWALK E. O SEWER MANHOLE B -38 RIM EL. = 7902.34 INV. EL. = 7892.11 SEWER MANHOLE B -4 RIM EL. = 7903.34 INV. EL. = 7892.66 °. SEWER MANHOLE B -4.1 ° RIM EL. = 7902.77 ' INV. EL. = 7893.71 ' :R .. Rd a' H O mm: STAIRS e. .r 1. The locations of underground utilities have been plotted based on utility mops, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 .'.7BQB.14R .�.• ..q.."• " .. ° • ^ COVE RED .IyXlt(WAY': a n a RETAINING r WALL ELECT - p ` x j9to�d BOX�j��l 'mo BENCH! % \� r (TYR) 11 C # F GS TONE TL EX- DR ^YWELL ALKWAY GRATE= 7909.0' N �- - 90 INV.= 7907.8' X zi LANDS C E ' , I - 7 90s .01, LOT 2 AMENDED GRATED w i.., ., 1. 6" C SHAFT NT WALL MOUNT RIO GRANDE L LITE (TYP.) SUBDIVISION i 41,016 sq.ft. 8 .a 1 1 L_ 0.942 acres DRAIN c I ® 913 e9 LANDSCAPE ABOVE (TYP•) 7 o _19 PARKING BELOW r EX- DRYWELL � GRA TE= 7913.3' % < F am w SEMI- CIRCLE INV.,= 7911.6' �Z SEATING T o. IftS D P T. E H ST \� P ff ELf� BOX 4- RETAIN] L /✓ 7912.23' r GRATED f ty LANDSCAPE r S vE H n A ir T - r K = GRATE =7910. INV.= 7907.4' m SEWER MANHOLE 8 -4A RIM EL. = 7908.47 INV. EL. = 7898.28 AND END o GALENA LOFTS SEWER MANHOLE C -1 RIM L. = 7909.20 - INV. EL. = 7899.11 TREE CHART (CALIPER =" X DRIP DIAMETER =') A) 15 "X 25' COTTON WOOD 1) 12 "X 40' COTTON WOOD 21) 6 "X 25' ASPEN(2) 41) 3 "X 15' MAPLE U off' O a 42) 3 "X 15' MAPLE 3) 3 "X 10' PINE 23) 8 "X 20' ASPEN(3) 43) 8 "X 25' ASPEN(2) 4) 6 "X 12' MAPLE 24) 12 "X 20' COTTON WOOD 44) 8 "X 25' ASPEN(2) 5 ) 6 "X 12' MAPLE 25) 6 "X 20' ASPEN SEWER MANHOLE B -4.1 ° RIM EL. = 7902.77 ' INV. EL. = 7893.71 ' :R .. Rd a' H O mm: STAIRS e. .r 1. The locations of underground utilities have been plotted based on utility mops, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 .'.7BQB.14R .�.• ..q.."• " .. ° • ^ COVE RED .IyXlt(WAY': a n a RETAINING r WALL ELECT - p ` x j9to�d BOX�j��l 'mo BENCH! % \� r (TYR) 11 C # F GS TONE TL EX- DR ^YWELL ALKWAY GRATE= 7909.0' N �- - 90 INV.= 7907.8' X zi LANDS C E ' , I - 7 90s .01, LOT 2 AMENDED GRATED w i.., ., 1. 6" C SHAFT NT WALL MOUNT RIO GRANDE L LITE (TYP.) SUBDIVISION i 41,016 sq.ft. 8 .a 1 1 L_ 0.942 acres DRAIN c I ® 913 e9 LANDSCAPE ABOVE (TYP•) 7 o _19 PARKING BELOW r EX- DRYWELL � GRA TE= 7913.3' % < F am w SEMI- CIRCLE INV.,= 7911.6' �Z SEATING T o. IftS D P T. E H ST \� P ff ELf� BOX 4- RETAIN] L /✓ 7912.23' r GRATED f ty LANDSCAPE r S vE H n A ir T - r K = GRATE =7910. INV.= 7907.4' m SEWER MANHOLE 8 -4A RIM EL. = 7908.47 INV. EL. = 7898.28 AND END o GALENA LOFTS SEWER MANHOLE C -1 RIM L. = 7909.20 - INV. EL. = 7899.11 TREE CHART (CALIPER =" X DRIP DIAMETER =') 61) 12 "X 20' SPRUCE TREE CHART (CALIPER =" X DRIP DIAMETER =') A) 15 "X 25' COTTON WOOD 1) 12 "X 40' COTTON WOOD 21) 6 "X 25' ASPEN(2) 41) 3 "X 15' MAPLE 2) 18 "X 40' PINE 22) 8'X 30' ASPEN(2) 42) 3 "X 15' MAPLE 3) 3 "X 10' PINE 23) 8 "X 20' ASPEN(3) 43) 8 "X 25' ASPEN(2) 4) 6 "X 12' MAPLE 24) 12 "X 20' COTTON WOOD 44) 8 "X 25' ASPEN(2) 5 ) 6 "X 12' MAPLE 25) 6 "X 20' ASPEN 45) 7 "X 18' ASPEN(5) 6) 87 25' ASPEN 26) 10 "X 40' ASPEN 46) 8 "X 25' ASPEN(2) 7) 10 "X 35' PINE 27) 6 "X 25' ASPEN(2) 47) 3 "X 12' ASPEN 8) 6 "X 20' MAPLE 28) 6 "X 15' MAPLE 48) 3 "X 15' ASPEN 9) 10 "X 25' PINE 29) 6 "X 25' ASPEN(2) 49) 3 "X 15' ASPEN 10 6 " X 1 MAPLE(2) 30) 10 "X 30' DECIDUOUS 50) 7 "X 15' ASPEN(2) 11) 8 "X 20' PINE 31) 8 "X 20' DECIDUOUS 51) 4 "X 12' MAPLE 12) 6 "X 12' MAPLE 32) 8 "X 20' DECIDUOUS 52) 6 "X 20' PINE 13) 10 "X 30' SPRUCE 33) 7 "X 14' MAPLE 53) 6 "X 20' PINE 14) 10 "X 25' PINE 34) 6 "X 18' DECIDUOUS 54) 6 "X 20' PINE 15) 6 7 X 15' MAPLE 35) 67 18' MAPLE 55) 4 "X 15' MAPLE 16) 12 "X 25' PINE 36) 8 "X 12' MAPLE 56) 10 "X 20' SPRUCE 17) 12 "X 25' PINE 37) 8 "X 12' MAPLE 57) 10 "X 20' SPRUCE 18) 6 "X 12' MAPLE 38) 4 "X 10' MAPLE 58) 147 25' SPRUCE 19) 6 "X 12' MAPLE 39) 3 "X 10' MAPLE 59) 12 "X 20' SPRUCE 20) 5 "X 30' ASPEN(2) 40) 8 "X 12' MAPLE 60) 12 "X 20' SPRUCE TREE CHART (CALIPER =" X DRIP DIAMETER =') 61) 12 "X 20' SPRUCE 81) 3 "X 6' CRAB APPLE A) 15 "X 25' COTTON WOOD 62) 8 "X 20' SPRUCE 82) 4 "X 12' MAPLE AO) 22 "X 20' COTTON WOOD B) 4 "X 15' MAPLE 63) 8 "X 20' SPRUCE 83) 12 "X 40' COTTON WOOD C) 4 "X 15' MAPLE 64) 8X 20' SPRUCE 84) 5 "X 12' MAPLE BK) 12 "X 30' CRAB AP PLE D) 3 "X 12' JUNIPER 65 4 "X 1 5' A 85) 1 0 " 30' CO W OOD E) 6 " 25' MAP 66) 3 "X 12' ASPEN 86) 12 "X 20' COTTON WOOD F) 6 "X 25' MAPLE 67) 6 "X 18' ASPEN 87) 12 "X 20' COTTON WOOD G) 3 "X 15' JUNIPER 68) 7 "X 20' ASPEN 88) 8 "X 20' ASPEN AY) 19 "X 30' SPRUCE H) 10 "X 25' SPRUCE 69) 3 "X 12' ASPEN 89) 7 "X 20' ASPEN AG) 14 "X 15' SPRUCE 1) 10 "X 25' SPRUCE 70 14 "X 3 COTTON WOOD 90) 7 7 X 20' ASPEN BU) 15 "X 20' COTTON WOOD J) 10 "X 30' SPRUCE 71) 6 "X 12' MAPLE 91) 10 "X 30' ASPEN BC) 18 "X 40' DECIDUOUS(2) K) 10 "X 30' SPRUCE 72) 6 "X 12' MAPLE 92) 10 "X 25' ASPEN AL) 36 "X 18' COTTON WOOD L) 10 "X 30' SPRUCE 73) 6 "X 12' MAPLE 93) 6 "X 12' MAPLE BZ) 6 "X 10' SPRUCE M) 10 "X 30' SPRUCE 74) 4 7 15' MAPLE 94) 167 45' COTTON WOOD N) 9 "X 10' SPRUCE 75 3 "X 10' JUNIPER 95) 12 "X 30' COTTON WOOD 0) 7 "X 8' SPRUCE 76) 6 "X 18' MAPLE 96) 6 "X 12' MAPLE P) 10 "X 12' SPRUCE 77) 6 "X 18' MAPLE 97) 16 "X 45' COTTON WOOD Q) 10 "X 12' SPRUCE 78) 37 12' JUNIPER 98) 3 "X 9' MAPLE R) 6 "X 10' MAPLE 79) 37 6' CRAB APPLE 99) 15 "X 25' COTTON WOOD S) 14 "X 20' COTTON WOOD 80) 3 "X 6' CRAB APPLE T) 6 "X 10' SPRUCE TREE CHART (CALIPER =" X DRIP DIAMETER = U) 6 "X 8' ASPEN(2) AN) 8 "X 15' PINE BG) 6 "X 10' MAPLE V) 6 "X 15' DECIDUOUS AO) 22 "X 20' COTTON WOOD BH) 87 20' CRAB APPLE W) 6 8' ASPEN AP) 10 "X 15' PINE BI) 87 25' CRAB APPLE X) 7 "X 8' PINE AQ) 10 "X 15' PINE BI) 10 "X 30' CRAB APPLE Y ) 8 7 X 20' DECIDUOUS AR) 8 "X 10' PINE BK) 12 "X 30' CRAB AP PLE Z) 12 "X 20' COTTON WOOD AS) 27 "X 40' COTTON WOOD BL) 12 "X 25' CRAB APPLE AT) 12 "X 30' CRAB APPLE BM) 12 "X 25' CRAB APPLE AA) 6 "X 12' MAPLE AU) 3 "X 15' CRAB APPLE BN) 10 "X 20' CRAB APPLE AB) 14 "X 20' COTTON WOOD AV) 3 "X 15' CRAB APPLE BO) 12 "X 30' CRAB APPLE AC) 14 "X 20' CRAB APPLE AW) 24 "X 40' SPRUCE 8P) 6 "X 15' CRAB APP AD) 6 "X 8' SPRUCE AX) 18 "X 30' SPRUCE 80) 8 "X 15' CRAB APPLE AE) 14 "X 20' DECIDUOUS AY) 19 "X 30' SPRUCE BR) 29 "X 40' COTTON WOOD AF) 6 "X 30' DECIDUOUS(2) AZ) 15 "X 30' SPRUCE BS) 40 'X 50' COTTON WOOD AG) 14 "X 15' SPRUCE BT) 12 "X 25' DECIDUOUS AH) 167 25' DECIDUOUS BA) 27 "X 40' COTTON WOOD BU) 15 "X 20' COTTON WOOD AI) IJ X 25 DECIDUOUS 88) 27 "X 40' COTTON WOOD BV) 19 "X 25' COTTON WOOD AJ) 10 "X 20' SPRUCE BC) 18 "X 40' DECIDUOUS(2) BW) 25 "X 35' COTTON WOOD AK) 11 "X 25' SPRUCE BD) 8 "X 20' ASPEN(3) BX) 25 "X 35' COTTON WOOD AL) 36 "X 18' COTTON WOOD BE) 7 "X 20' ASPEN(4) BY) 4 "X 12' MAPLE AM) 11 "X 20' PINE BF) 12 "X 35' PINE BZ) 6 "X 10' SPRUCE IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: KEY MAP NOT TO SCALE MONUMENT LEGEND ® SET BRASS CAP L.S. #28643 O SET #5 REBAR AND PLASTIC CAP L.S. #28643 13 SET PK NAIL W/SHINNER L.S. #28643 Q• FOUND REBAR AND CAP L.S. #13166 • FOUND PK NAIL W/SHINNER L.S. #13166 NOTES: 1) Date of survey. July 2008 - March 2009. 2) Date of preparation: December 2008 -March 2009, 3) Basis of bearing: A bearing of S 75'05'40" E between the Southwesterly property corner of Lot 1, The Rio Grande Subdivision, monumented by a nail and washer L.S. No. 13166 and the Northeasterly property corner of Lot 4, The Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plat, monumented by a nail and washer L.S. No. 13166 4) Basis of survey. Pitkin County Center Subdivision, recorded September 2, 1982 in Plot Book 13 at page 83 as Reception No. 243934, The Rio Grande Subdivision, recorded October 18, 1993 in Plat Book 32 at page 83 as Reception No. 362199, Pitkin County Center Subdivision Lot Line Adjustment Plat, recorded July 5, 2002 in Plot Book 61 at page 19 as Reception No. 469504, various documents of record and the found section, subdivision lot and block corner monuments as shown. 5) Basis of elevation: The 1998 City of Aspen Drexel Barrel control datum, which is based on an elevation of 7720.88' (NAVD 1988) on the NGS station "S -159 ". This established a site benchmark with an elevation of 7886.70 feet, on the found nail and washer L.S. #13166 monumenting the Southwesterly property corner of Lot 1, The Rio Grande Subdivision. 6) 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, right -of -way and /or title of record SE relied upon the items listed in Note 4 and the Title Commitment prepared by Pitkin County Title, Inc., Case No. 85626L effective date October 14, 2008. 7) Contour interval equals one foot. 8) According to the Federal Emergancy Management Agency F.E.M.A. utilizing the Flood Insurance Rate Map F.I.R.M. panel 08097c02O4c with on effective dote of June 4, 1987 the entire boundary of the subject property is Zone X (non- shaded) and defined as outside the 500 year flood plain. 9) All boundary corners are to be monumented with a #5 rebor & plastic cap in ground or 1.5" brass cap in concrete or asphalt, unless otherwise noted. 20 LOT 4 AMENDED, R'10 GRANDE SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 2 r � v IES TO W1 /q SECTI 7' a TfOS I?88WI ' \ � NOT LOCAY�&Yl O A PER THI' SU V. .4'O r 2p 41 \ FAR "s ue/ \ Spa, �,� \/jy�� 9SF' �, �8 ^p9 .711 S> p5E 30 gyp, FOUND NAIL h' C E r Al _ 3 o� os•W 6' rn 1 r I- 1 3 w1 tq W 1 NI C a O v \ ` rn LOT R AMENDED RIO GRANDE SUBDIVISION 41,016 sq.ft. 0.942 acres � GRAPHIC SCALE 10 20 40 so _ I fl �I L = L = j _ _' Cp 8.0' NATURAL AS EASEMENT PE AMENDED PLAT / CL 15.0' EASEMENT / PER B OK 690 PAG 13 & WASHER I N a \ L.S. #13166 25.0' TRAIL IT r TRANSIT ' ASEMEN _ 1 � 0 >b 6.61 m ^' /'� b AIR & LIGHT ' ! 10 E 1 EASEMENT 0� LOT, _ PER PLAT 1 { v y w 5, q• y i 0 acres ^ 5 ' o o 1 q O y r a 0 \yb CL 15.0' WA ✓ SERVICE EASEMEN "wl v1� ' L� M /� , p g'1 p'S .O� PER CL 1 PLAT R v ;;�� ^ 5.0 TE SERVICE EAS NT ~1N O ;;, 4' •2 "W PER BOOK 690 P 13 _ Zo QT , , / 7.77 O � O O 561'47'21 "W 4.67 S61'47'21 * W 19.44' I r ' CL 8.0' WATER I J , SERVICE EASEMENT PER PLAT CL 15.0' WATER X ' SERVICE EASEMENT 10.0' PEt� BOOK 690 PAGE 313 AIR & LIGHT , , w , IS23'47'21 "W EASEMENT 4. 4' PER PLAT = o 31'3 n 11n nn•II '' 550'36'46 "W 1 U/ O I W / W .4v lu 'b 75'0 V � N �1a1 l� po r/ , r (1 r ' � r r , Rra N28'S1'02 "E GAS 304.68 ` NATURAL ' r , WATERLINE C ODE �/ 1/ EASEMENT TIE A44c41 LOT 1 OF EAB RING BA S 75'05'40" E` § F FOUND NAIL PROJECT BENCHMAR & WASHER I ND�S�B T t' .S. #13166 L.S. #16129 N NAIL AN WASHER BLEEKER ELEV.= 7886.7 c L.S. #13166 AMENDE n LOT 1 CA LOT 3 AMENDED r4 PCC SUB VE] D FOUND NAIL & PLASTIC CAP L.S. #ILLEGIBLE O 14 FOUND NAIL & W.C. WASHER z L.S. #13166 FOUND 5 REBAR O & PLASTIC CAP L.S. JALLEGIBLE MAIN STREETx KEY MAP NOT TO SCALE MONUMENT LEGEND ® SET BRASS CAP L.S. #28643 O SET #5 REBAR AND PLASTIC CAP L.S. #28643 13 SET PK NAIL W/SHINNER L.S. #28643 Q• FOUND REBAR AND CAP L.S. #13166 • FOUND PK NAIL W/SHINNER L.S. #13166 NOTES: 1) Date of survey. July 2008 - March 2009. 2) Date of preparation: December 2008 -March 2009, 3) Basis of bearing: A bearing of S 75'05'40" E between the Southwesterly property corner of Lot 1, The Rio Grande Subdivision, monumented by a nail and washer L.S. No. 13166 and the Northeasterly property corner of Lot 4, The Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plat, monumented by a nail and washer L.S. No. 13166 4) Basis of survey. Pitkin County Center Subdivision, recorded September 2, 1982 in Plot Book 13 at page 83 as Reception No. 243934, The Rio Grande Subdivision, recorded October 18, 1993 in Plat Book 32 at page 83 as Reception No. 362199, Pitkin County Center Subdivision Lot Line Adjustment Plat, recorded July 5, 2002 in Plot Book 61 at page 19 as Reception No. 469504, various documents of record and the found section, subdivision lot and block corner monuments as shown. 5) Basis of elevation: The 1998 City of Aspen Drexel Barrel control datum, which is based on an elevation of 7720.88' (NAVD 1988) on the NGS station "S -159 ". This established a site benchmark with an elevation of 7886.70 feet, on the found nail and washer L.S. #13166 monumenting the Southwesterly property corner of Lot 1, The Rio Grande Subdivision. 6) 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, right -of -way and /or title of record SE relied upon the items listed in Note 4 and the Title Commitment prepared by Pitkin County Title, Inc., Case No. 85626L effective date October 14, 2008. 7) Contour interval equals one foot. 8) According to the Federal Emergancy Management Agency F.E.M.A. utilizing the Flood Insurance Rate Map F.I.R.M. panel 08097c02O4c with on effective dote of June 4, 1987 the entire boundary of the subject property is Zone X (non- shaded) and defined as outside the 500 year flood plain. 9) All boundary corners are to be monumented with a #5 rebor & plastic cap in ground or 1.5" brass cap in concrete or asphalt, unless otherwise noted. 20 LOT 4 AMENDED, R'10 GRANDE SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 2 r � v IES TO W1 /q SECTI 7' a TfOS I?88WI ' \ � NOT LOCAY�&Yl O A PER THI' SU V. .4'O r 2p 41 \ FAR "s ue/ \ Spa, �,� \/jy�� 9SF' �, �8 ^p9 .711 S> p5E 30 gyp, FOUND NAIL h' C E r Al _ 3 o� os•W 6' rn 1 r I- 1 3 w1 tq W 1 NI C a O v \ ` rn LOT R AMENDED RIO GRANDE SUBDIVISION 41,016 sq.ft. 0.942 acres � GRAPHIC SCALE 10 20 40 so _ I fl �I L = L = j _ _' Cp 8.0' NATURAL AS EASEMENT PE AMENDED PLAT / CL 15.0' EASEMENT / PER B OK 690 PAG 13 & WASHER I N a \ L.S. #13166 25.0' TRAIL IT r TRANSIT ' ASEMEN _ 1 � 0 >b 6.61 m ^' /'� b AIR & LIGHT ' ! 10 E 1 EASEMENT 0� LOT, _ PER PLAT 1 { v y w 5, q• y i 0 acres ^ 5 ' o o 1 q O y r a 0 \yb CL 15.0' WA ✓ SERVICE EASEMEN "wl v1� ' L� M /� , p g'1 p'S .O� PER CL 1 PLAT R v ;;�� ^ 5.0 TE SERVICE EAS NT ~1N O ;;, 4' •2 "W PER BOOK 690 P 13 _ Zo QT , , / 7.77 O � O O 561'47'21 "W 4.67 S61'47'21 * W 19.44' I r ' CL 8.0' WATER I J , SERVICE EASEMENT PER PLAT CL 15.0' WATER X ' SERVICE EASEMENT 10.0' PEt� BOOK 690 PAGE 313 AIR & LIGHT , , w , IS23'47'21 "W EASEMENT 4. 4' PER PLAT = o 31'3 n 11n nn•II '' 550'36'46 "W 1 U/ O I W / W .4v lu 'b 75'0 V � N �1a1 l� po r/ , r LOT > AMENDED PITKIN COUNTY CENTER SUBDIVISON 56,033 sq. ft. 1.286 acres L 8.0' ELECTRIC EASEMENT PER AMENDED PLAT CL 15.0' EASEMENT PER BOOK 690 PAGE 313 25.0' �-- p., . TRAIL &TRANSIT I EASEMENT 5 _ 44 I 1 _ _ !/ All ?• ` a- ��N67'22'88 ^W TZ 5 8 \ _ 22_48' l 15.72 //I a CL i8.0' TELEPHONE 1BLE 8d ELECTRIC EASEMENT / s 1 O PER`AMENOED�LA z CL 15.0' EASEMENT 41 CL 8.0' TELEPHONE PER BOOK 690 PAGE 313 rn� / CABLE EASEMENT o n PER AMENDED PLAT CL 15.0' EASEMENT PER BOOK 690 PAGE 313 ( IN FEET ) I inch = 20 ft. 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 HFRFON. GENERAL UTILITY NOTES 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construct / //I l r " O' SOPRIS ENGINEERING — LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 LOT 6 ` RIO GRANDE SUBDIVISION ` \ I .er D „ ryAST EAS 1 REC. 0 / avast. t l��s � � t l t ; -.' .� r ,,ti' -'� it i� ♦ >ti�i ` i r ; f �y / ^Yy, t p 1 l9DS wa (te s speM1' w F � 8t •r` 4 ,w )r•. .S 1 a 1ry0" [ : a \t 'r�5.�. � ` \> y \Sr laj'�,♦ ♦ J.._. � \ 4 { i � f f 4 �S 1 PY' , ""�[ 1 y/J�+w �v • Y 41 ChwCn wfn t \ �. sty .1 ph P d. ZV '�.>•,- i�`,� hr;, s. ': E^.] T4nre : l ^1 s j l�ul eJ /l, "I i _. ! `�• r Mi.7'•! xj "'1 ° l it 1, v'1 f -t 5 'RV �•• � t � .� f1 I � /r \�� � . ^ln w Rf f1 �x� t �` /� `;/Tr3j t ' S <°i (\ ♦`. \; S 614UG1 Su -1r1. ( l� t �\.in "(arN i , ' tv n t " iel ,S ttr tlil ' r.+ 381'+e .,Y� ♦ u \ r it 1p t, r'f� ( '< ••• �'t l ,r f cY f ' r f �.+. 4 t ". \� -�� r r. / r \ ♦t � m FY • .K kbL�t 1_: Y � v, � � k !.' Fr ,t�r) 4S c1t . e \�\`v y '� K5(..- t« ,•. .r,t t t x L , `.\ \ �� /� \�>`�t I1�lt � x�) It \�% Ni •\ "L ,�,�I.l l r' / /?�-. , Q�,� j ��t r '� I t k �t : ? ie r liit ,ria, f r� ( , ; fn ^ • tr, w' � 4�r..r r ✓' ��,� �' 1 S ' )lr �j i11 L� 4 / w tlfr 1 �' i I G l�r ?- t `- 1 /.t;1 N N 4..,, 1 � 'C f C� „: ` ♦ .� a -� F i kd ."• /�+- ..'C�rSll} \!`' 4t, ` �y = f { /r�i� it S r l v1 , 11t�ttl P t S \ ♦ ♦ 1`.�, `"�. ��' \i�" `'''"�'_'.` \ S j'. ) r /� M lit r r ✓/r !� ' I �' 1 1 �? n v l �. ��!'� �' fl,! ' . ♦ 1 1( 'tl r � l ^�. l + y ' o t Ih1 '\ r � f v I r'3•c ♦ � i i t I �., r,.. r /J /� /d 1 i"'r` tf rrir.� � w „ �.y ! }� � � ; 1� ' �i ��t r * �� �' `�' r L 1 ! + r.++� F!s r re rlr/"�' l\, //...,t •• 11 . I "` \i t � � � m \\ ..; t a•` ie \t w t l t t b 1� r 11 (i ,i t 4 �,4 ^, �\ r }` ' '' , wa.c /�/ y' _ � 1 1 714{1' \♦ �t (�� \ \D e t y�U � 0 � ♦ 4 � \ � ..3 t f J '� t� t a -�� lff�. r ri! J / '♦� '\�'l \\ `�' ( 1 { ♦ !ice ,> /t .�\ \ � \r, \ £� / 1'' v tv 1/ t t ,tir °s �", 1 j ♦. P � t � . 1 VICINITY MAP SCALE: 1" = 2000' PROPERTY DESCRIPTION Lot 4 Amended, of the Rio Grande Subdivision, according to the Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plat recorded July 5, 2002 in Plat Book 61 Page 19 as Reception No. 469504 City of Aspen County of Pitkin State of Colorado SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plat was prepared by Sopris Engineering, LLC (SE) for CITY OF ASPEN and PITKIN COUNTY TITLE, Inc. I furthermore state that the improvements on the above described parcel on this date, March 19. 2009 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 part of said parcel, except as noted. I furthermore state that the control precision is greater than 1 in 10,000 and that this property is subject to reservations, restrictions, covenants and easements of record or in place. ' / /Illy r � ^_ :v`� '-�'•� M ark S. Beckle i•• .J RAB 28111 03/24/09 EX \28111EX -COND3 (1 r ' � r r , N28'32'0 2 "E N28'S1'02 "E GAS 304.68 ` NATURAL ' r , WATERLINE EASEMENT TIE I �/ 1/ EASEMENT TIE LOT > AMENDED PITKIN COUNTY CENTER SUBDIVISON 56,033 sq. ft. 1.286 acres L 8.0' ELECTRIC EASEMENT PER AMENDED PLAT CL 15.0' EASEMENT PER BOOK 690 PAGE 313 25.0' �-- p., . TRAIL &TRANSIT I EASEMENT 5 _ 44 I 1 _ _ !/ All ?• ` a- ��N67'22'88 ^W TZ 5 8 \ _ 22_48' l 15.72 //I a CL i8.0' TELEPHONE 1BLE 8d ELECTRIC EASEMENT / s 1 O PER`AMENOED�LA z CL 15.0' EASEMENT 41 CL 8.0' TELEPHONE PER BOOK 690 PAGE 313 rn� / CABLE EASEMENT o n PER AMENDED PLAT CL 15.0' EASEMENT PER BOOK 690 PAGE 313 ( IN FEET ) I inch = 20 ft. 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 HFRFON. GENERAL UTILITY NOTES 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construct / //I l r " O' SOPRIS ENGINEERING — LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 LOT 6 ` RIO GRANDE SUBDIVISION ` \ I .er D „ ryAST EAS 1 REC. 0 / avast. t l��s � � t l t ; -.' .� r ,,ti' -'� it i� ♦ >ti�i ` i r ; f �y / ^Yy, t p 1 l9DS wa (te s speM1' w F � 8t •r` 4 ,w )r•. .S 1 a 1ry0" [ : a \t 'r�5.�. � ` \> y \Sr laj'�,♦ ♦ J.._. � \ 4 { i � f f 4 �S 1 PY' , ""�[ 1 y/J�+w �v • Y 41 ChwCn wfn t \ �. sty .1 ph P d. ZV '�.>•,- i�`,� hr;, s. 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' . ♦ 1 1( 'tl r � l ^�. l + y ' o t Ih1 '\ r � f v I r'3•c ♦ � i i t I �., r,.. r /J /� /d 1 i"'r` tf rrir.� � w „ �.y ! }� � � ; 1� ' �i ��t r * �� �' `�' r L 1 ! + r.++� F!s r re rlr/"�' l\, //...,t •• 11 . I "` \i t � � � m \\ ..; t a•` ie \t w t l t t b 1� r 11 (i ,i t 4 �,4 ^, �\ r }` ' '' , wa.c /�/ y' _ � 1 1 714{1' \♦ �t (�� \ \D e t y�U � 0 � ♦ 4 � \ � ..3 t f J '� t� t a -�� lff�. r ri! J / '♦� '\�'l \\ `�' ( 1 { ♦ !ice ,> /t .�\ \ � \r, \ £� / 1'' v tv 1/ t t ,tir °s �", 1 j ♦. P � t � . 1 VICINITY MAP SCALE: 1" = 2000' PROPERTY DESCRIPTION Lot 4 Amended, of the Rio Grande Subdivision, according to the Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plat recorded July 5, 2002 in Plat Book 61 Page 19 as Reception No. 469504 City of Aspen County of Pitkin State of Colorado SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plat was prepared by Sopris Engineering, LLC (SE) for CITY OF ASPEN and PITKIN COUNTY TITLE, Inc. I furthermore state that the improvements on the above described parcel on this date, March 19. 2009 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 part of said parcel, except as noted. I furthermore state that the control precision is greater than 1 in 10,000 and that this property is subject to reservations, restrictions, covenants and easements of record or in place. ' / /Illy r � ^_ :v`� '-�'•� M ark S. Beckle i•• .J RAB 28111 03/24/09 EX \28111EX -COND3 KEY MAP NOT TO SCALE EXISTING CONDITIONS LEGEND Q Rlp 11) 8 "X 20' PINE ® EXISTING WATER MANHOLE 12) 6 "X 12' MAPLE G "ryD E EXISTING DRYWELL 13) 10 "X 30' SPRUCE QS EXISTING SEWER MANHOLE A�cE TT EXISTING TELEPHONE MANHOLE 15) 6 "X 15' MAPLE u� EXISTING UTILITY MANHOLE 16) 12 "X 25' PINE ® EXISTING SEWER MANHOLE 17) 12 "X 25' PINE LOT 1 EXISTING GUY WIRE 18) 6 "X 12' MAPLE co� EXISTING POWER POLE SA OF A I Vr EXISTING FIRE HYDRANT 20) 5 "X 30' ASPEN(2) Wv S 75 E 3 "X 15' JUNIPER 68) 7 "X 20' ASPEN EXISTING CURB STOP PROJECT BENCHMAR FOUND NAIL & WASHER GV OT 5 69) 3 "X 12' ASPEN 111 N W 9SH L.S. #16129 1) ® EXISTING ELECTRIC TRANSFORMER L.S. X13166 El EXISTING ELECTRIC PEDESTAL NAI N W H R BLEEKER ELEV.= 7886.7' AK) 11 "X 25' SPRUCE ED L.S. /113166 72) 6 "X 12' MAPLE © LOT 2 L) p EXISTING SEWER CLEANOUT 93) 6 "X 12' MAPLE AMENDE EXISTING LIGHT POLE LOT 1 w LOT 3 WOOD gas AMENDED z ® EXISTING IRRIGATION VALVE BOX 0) PCC SUB EXISTING VENT 96) 6 "X 12' MAPLE ® EXISTING SURFACE DRAIN — uc rn D —uc— — ut FOUND NAIL EXISTING UNDERGROUND TELEPHONE ut — — fo R) & PLASTIC CAP L.S. 111LLEGIBLE fo — — ue WOOD EXISTING UNDERGROUND ELECTRIC ue — —8s EXISTING SEWER ss — — w a EXISTING WATER FOUND NAIL — ug ug 0 — & W.C. WASHER EXISTING COMMON TRENCH Z L.S. /113166 EXISTING RETAINING WALL EXISTING ROCK RETAINING WALL — o FOUND 5 REBAR O EXISTING CHAIN LINK FENCE o — — o & PLASTIC CAP a — — x EXISTING WIRE FENCE L.S. OLLEGIBLE X 7900.0' SPOT ELEVATION 1 Lr DECIDUOUS TREE �• CONIFER TREE GRAPHIC SCALE MAIN STREET 0 10 20 40 KEY MAP NOT TO SCALE EXISTING CONDITIONS LEGEND ( IN FEET ) I inch = 20 ft. so IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: LOT 4 AMENDED a �1O GRANDE SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 2 d ONE STORY STEEL AND GLASS COMMERCIAL 425 RIO GRANDE SOPRIS ENGINEERING - LLC 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 CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81823 (970) 704 -0311 SPLIT RAIL GENERAL UTILITY NOTES SEWER MANHOLE RG -5 RIM EL. = 7890.86 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. TREE CHART (CALIPER =" X DRIP DIAMETER = 1) 12 "X 40' COTTON WOOD 21) 6 "X 25' ASPEN(2) 41) 3 "X 15' MAPLE 2) 18 "X 40' PINE 22) 8 "X 30' ASPEN(2) 42) 3 "X 15' MAPLE 3) 3 "X 10' PINE 23) 8 "X 20' ASPEN(3) 43) 8 "X 25' ASPEN(2) 4) 67 12' MAPLE 24) 12 "X 20' COTTON WOOD 44) 8 "X 25' ASPEN(2) 5) 6 ° 12' MAPLE 25) 6 "X 20' ASPEN 45) 7 "X 18' ASPEN(5) 6) 8 "X 25' ASPEN 7) 10 "X 35' PINE 8) 6 "X 20' MAPLE 9) 10 "X 25' PINE 1 6 " X 18' MAPLE(2) Q EXISTING ELECTRIC MANHOLE 11) 8 "X 20' PINE ® EXISTING WATER MANHOLE 12) 6 "X 12' MAPLE OQ EXISTING DRYWELL 13) 10 "X 30' SPRUCE QS EXISTING SEWER MANHOLE 14) 10 "X 25' PINE TT EXISTING TELEPHONE MANHOLE 15) 6 "X 15' MAPLE u� EXISTING UTILITY MANHOLE 16) 12 "X 25' PINE ® EXISTING SEWER MANHOLE 17) 12 "X 25' PINE 37) 8 "X 12' MAPLE EXISTING GUY WIRE 18) 6 "X 12' MAPLE co� EXISTING POWER POLE 19) 6 0 X 12' MAPLE Vr EXISTING FIRE HYDRANT 20) 5 "X 30' ASPEN(2) Wv EXISTING WATER VALVE 3 "X 15' JUNIPER 68) 7 "X 20' ASPEN EXISTING CURB STOP AF) 6 "X 30' DECIDUOUS(2) GV 10 "X 25' SPRUCE 69) 3 "X 12' ASPEN N EXISTING GAS METER 1) ® EXISTING ELECTRIC TRANSFORMER 90) 7"X 20' ASPEN El EXISTING ELECTRIC PEDESTAL 10 "X 30' SPRUCE M EXISTING ELECTRIC METER AK) 11 "X 25' SPRUCE ED EXISTING TELEPHONE PEDESTAL 72) 6 "X 12' MAPLE © EXISTING CAN PEDESTAL L) p EXISTING SEWER CLEANOUT 93) 6 "X 12' MAPLE > EXISTING LIGHT POLE 10 "X 30' SPRUCE —� EXISTING SIGN WOOD gas EXISTING GAS MARKER 7 5) 3 "X 10' JUNIPER ® EXISTING IRRIGATION VALVE BOX 0) ® EXISTING VENT 96) 6 "X 12' MAPLE ® EXISTING SURFACE DRAIN — uc 77) 6 "X 18' MAPLE EXISTING UNDERGROUND CAN —uc— — ut 10 "X 12' SPRUCE EXISTING UNDERGROUND TELEPHONE ut — — fo R) EXISTING UNDERGROUND FIBER OPTIC fo — — ue WOOD EXISTING UNDERGROUND ELECTRIC ue — —8s EXISTING SEWER ss — — w EXISTING WATER W — — ug ug EXISTING GAS — — etc EXISTING COMMON TRENCH etc— EXISTING RETAINING WALL EXISTING ROCK RETAINING WALL — o EXISTING CHAIN LINK FENCE o — — o EXISTING WOOD FENCE a — — x EXISTING WIRE FENCE x — X 7900.0' SPOT ELEVATION DECIDUOUS TREE �• CONIFER TREE GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. so IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: LOT 4 AMENDED a �1O GRANDE SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 2 d ONE STORY STEEL AND GLASS COMMERCIAL 425 RIO GRANDE SOPRIS ENGINEERING - LLC 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 CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81823 (970) 704 -0311 SPLIT RAIL GENERAL UTILITY NOTES SEWER MANHOLE RG -5 RIM EL. = 7890.86 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. TREE CHART (CALIPER =" X DRIP DIAMETER = 1) 12 "X 40' COTTON WOOD 21) 6 "X 25' ASPEN(2) 41) 3 "X 15' MAPLE 2) 18 "X 40' PINE 22) 8 "X 30' ASPEN(2) 42) 3 "X 15' MAPLE 3) 3 "X 10' PINE 23) 8 "X 20' ASPEN(3) 43) 8 "X 25' ASPEN(2) 4) 67 12' MAPLE 24) 12 "X 20' COTTON WOOD 44) 8 "X 25' ASPEN(2) 5) 6 ° 12' MAPLE 25) 6 "X 20' ASPEN 45) 7 "X 18' ASPEN(5) 6) 8 "X 25' ASPEN 7) 10 "X 35' PINE 8) 6 "X 20' MAPLE 9) 10 "X 25' PINE 1 6 " X 18' MAPLE(2) 26) 10 "X 40' ASPEN 27) 6 "X 25' ASPEN(2) 28) 6 "X 15' MAPLE 29) 6 "X 25' ASPEN(2) 30) 10 "X 30' DECIDUOUS 46) 8 "X 25' ASPEN(2) 47) 3 "X 12' ASPEN 48) 3 "X 15' ASPEN 49) 3 "X 15' ASPEN 50) 7 "X 15' ASPEN(2) 11) 8 "X 20' PINE 31) 8 "X 20' DECIDUOUS 51) 4 "X 12' MAPLE 12) 6 "X 12' MAPLE 32) 8 "X 20' DECIDUOUS 52) 6 "X 20' PINE 13) 10 "X 30' SPRUCE 33) 7 "X 14' MAPLE 53) 6 "X 20' PINE 14) 10 "X 25' PINE 34) 6 "X 18' DECIDUOUS 54) 6 "X 20' PINE 15) 6 "X 15' MAPLE 35) 6 "X 18' MAPLE 55) 4 "X 15' MAPLE 16) 12 "X 25' PINE 36) 8 "X 12' MAPLE 56) 10 "X 20' SPRUCE 17) 12 "X 25' PINE 37) 8 "X 12' MAPLE 57) 10 "X 20' SPRUCE 18) 6 "X 12' MAPLE 38) 4 "X 10' MAPLE 58) 14 "X 25' SPRUCE 19) 6 0 X 12' MAPLE 39) 3 "X 10' MAPLE 59) 12 "X 20' SPRUCE 20) 5 "X 30' ASPEN(2) 40) 8 "X 12' MAPLE 60) 12 "X 20' SPRUCE TREE CHAR (CALIPER =" X DRIP DIAMETER =') 61) 12 "X 20' SPRUCE 81) 3 "X 6' CRAB APPLE A) 15 "X 25' COTTON WOOD 62) 8 "X 20' SPRUCE 82) 4 "X 12' MAPLE W) 6 "X 8' ASPEN 8) 4 "X 15' MAPLE 63) 8 "X 20' SPRUCE 83) 12 "X 40' COTTON WOOD C) 4 "X 15' MAPLE 64) 8 "X 20' SPRUCE 84) 5 "X 12' MAPLE AS) 277 40' COTTON WOOD D) 3 "X 12' JUNIPER 6 5) 4 "X 15' ASPEN 85) 10"X 30' COTTON WOOD E) 6 "X 25' MAPLE 66) 3 "X 12' ASPEN 86) 12 "X 20' COTTON WOOD F) 6 "X 25' MAPLE 67) 6 "X 18' ASPEN 87) 12 "X 20' COTTON WOOD G) 3 "X 15' JUNIPER 68) 7 "X 20' ASPEN 88) 8 "X 20' ASPEN AF) 6 "X 30' DECIDUOUS(2) H) 10 "X 25' SPRUCE 69) 3 "X 12' ASPEN 89) 7 "X 20' ASPEN 8T) 12 "X 25' DECIDUOUS 1) 10 "X 25' SPRUCE 7 0) 14 "X 35' COTTON WOOD 90) 7"X 20' ASPEN BB) 27 "X 40' COTTON W00D J) 10 "X 30' SPRUCE 71) 6 "X 12' MAPLE 91) 10 "X 30' ASPEN AK) 11 "X 25' SPRUCE K) 10 "X 30' SPRUCE 72) 6 "X 12' MAPLE 92) 10 "X 25' ASPEN BY) 4 "X 12' MAPLE L) 10 "X 30' SPRUCE 73) 6 "X 12' MAPLE 93) 6 "X 12' MAPLE M) 10 "X 30' SPRUCE 74) 4 "X 15' MAPLE 94) 16 "X 45' COTTON WOOD N) 9 "X 10' SPRUCE 7 5) 3 "X 10' JUNIPER 95) 12 0 X 30' COTTON WOOD 0) 7 "X 8' SPRUCE 76) 6 "X 18' MAPLE 96) 6 "X 12' MAPLE P) 10 "X 12' SPRUCE 77) 6 "X 18' MAPLE 97) 16 "X 45' COTTON WOOD Q) 10 "X 12' SPRUCE 78) 3 "X 12' JUNIPER 98) 3 "X 9' MAPLE R) 6 "X 10' MAPLE 79) 3 "X 6' CRAB APPLE 99) 15 "X 25' COTTON WOOD S) 14 "X 20' COTTON WOOD 80) 3 "X 6' CRAB APPLE T) 6 "X 10' SPRUCE TRRR CHART (CALIPER =" X DRIP DIAMETER = U) 6 "X 8' ASPEN(2) AN) 8 "X 15' PINE 8G) 6 "X 10' MAPLE V) 6 "X 15' DECIDUOUS AO) 22 "X 20' COTTON WOOD BH) 8 "X 20' CRAB APPLE W) 6 "X 8' ASPEN AP) 10 "X 15' PINE BI) 8 "X 25' CRAB APPLE X) 7 "X 8' PINE AQ) 10 "X 15' PINE BJ) 10 "X 30' CRAB APPLE Y) 8 "X 20' DEC AR) 8 "X 10' PINE BK) 12 "X 30' CRAB A PPLE Z) 12 "X 20' COTTON WOOD AS) 277 40' COTTON WOOD BL) 12 "X 25' CRAB APPLE AT) 12 "X 30' CRAB APPLE BM) 12 "X 25' CRAB APPLE AA) 6 "X 12' MAPLE AU) 3 "X 15' CRAB APPLE BN) 10 "X 20' CRAB APPLE AS) 14 "X 20' COTTON WOOD AV) 3 "X 15' CRAB APPLE 80) 12 "X 30' CRAB APPLE AC) 14 "X 20' CRAB APPLE AW) 2 4 "X 4 S BP) 6 "X 15' CRAB AP PLE AD) 6 "X 8' SPRUCE AX) 18 "X 30' SPRUCE BQ) 8 "X 15' CRAB APPLE AE) 14 "X 20' DECIDUOUS AY) 19 "X 30' SPRUCE BR) 29 "X 40' COTTON WOOD AF) 6 "X 30' DECIDUOUS(2) AZ) 15 "X 30' SPRUCE BS) 40 "X 50' COTTON WOOD AG) 14 "X 15' SPRUCE 8T) 12 "X 25' DECIDUOUS A H) 16 "X 25' DEC BA) 27 "X 40' COTTON WOOD BU) 15 "X 20' COTTON WOOD AI) 13 "X 25' DECIDUOUS BB) 27 "X 40' COTTON W00D BV) 19 "X 25' COTTON WOOD AJ) 10 "X 20' SPRUCE 8C) 18 "X 40' DECIDUOUS(2) BW) 25 "X 35' COTTON WOOD AK) 11 "X 25' SPRUCE BD) 8 "X 20' ASPEN(3) BX) 25 "X 35' COTTON WOOD AL) 367 18' COTTON WOOD BE) 7 "X 20' ASPEN(4) BY) 4 "X 12' MAPLE AM) 11 "X 20' PINE BF) 12 "X 35' PINE BZ) 6 "X 10' SPRUCE TREE CHART (CALIPER =" X DRIP DIAMETER =') CA) 6'X 10' ASPEN CB) 6 "X 10' ASPEN CC) 3 "X 7' ASPEN(2) CD) 3 "X 6' ASPEN CE) 3 "X 7' ASPEN(3) Mark S. B L �;` ,:cam KEY MAP NOT TO SCALE IMPROVEMENT SURVEY PLAT /TOPOG GRAPHICAL MAP OF: 1 C�� LOT 5 a ANDE SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 2 Z ME �)VM1 1 T � A �A�yM1ix�, a s � ti_.`z"v�h A''`+ -.. 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City of Aspen County of Pitkin State of Colorado NOTES: 1) Date of survey: July 2008 — March 2009. 2) Dote of preparation: December 2008 —March 2009. 3) Basis of bearing: A bearing of S 75'05'40" E between the Southwesterly property corner of Lot 1, The Rio Grande Subdivision, monumented by a nail and washer L.S. No. 13166 and the Northeasterly property corner of Lot 4, The Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plot, monumented by a nail and washer L.S. No. 13166 4) Basis of survey: Pitkin County Center Subdivision, recorded September 2, 1982 in Plat Book 13 at page 83 as Reception No. 243934, The Rio Grande Subdivision, recorded October 18, 1993 in Plat Book 32 at page 83 as Reception No. 362199, Pitkin County Center Subdivision Lot Line Adjustment Plat, recorded July 5, 2002 in Plot Book 61 at page 19 as Reception No. 469504, various documents of record and the found section, subdivision lot and block corner monuments as shown. 5) Basis of elevation: The 1998 City of Aspen Drexel Barrel control datum, which is based on on elevation of 7720.88' (NAVD 1988) on the NGS station "S -159 ". This established a site benchmark with on elevation of 7886.70 feet, on the found nail and washer L.S. #13166 monumenting the Southwesterly property corner of Lot 1, The Rio Grande Subdivision. 6) 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, right —of —way and /or title of record SE relied upon the items listed in Note 4 and the Title Commitment prepared by Pitkin County Title, Inc., Case No. 85626L effective dote October 14, 2008. 7) Contour interval equals one foot. 8) According to the Federal Emergancy Management Agency F.E.M.A. utilizing the Flood Insurance Rote Map F.I.R.M. panel 08097c0204c with an effective date of June 4, 1987 the entire boundary of the subject property is Zone X (non— shaded) and defined as outside the 500 year flood plain. 9) All boundary corners are to be monumented with a #5 rebor & plastic cap in ground or 1.5" brass cap in concrete or asphalt, unless otherwise noted. 1w��_ ru IINIMIAM ( IN FEET ) 1 inch = 20 ft. SOPRIS ENGINEERING 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 GENERAL UTILITY NOTES: 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plat was prepared by Sopris Engineering, LLC (SE) for CITY OF ASPEN and PITKIN COUNTY TITLE, Inc. I furthermore state that the improvements on the above described parcel on this date, March 19 2009 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 part of said parcel, except as noted. I furthermore state that the control precision is greater than 1 in 10,000 and that this property is subject to reservations, restrictions, covenants and easements of record or in glace. RAB 28111 03/24/09 EX \28111EX —COND3 RIO G� OE A� LOT 1 BA OF BEA� y„Y. S 7605'40" 3 PROJECT BENCHMARI FOUND NAIL O & WASHER I AND WAS R L.S. #16128 p W F. #13166 ,.a NAI AN WASHER SLEEKER ELEV.= 7886.7' L.S. #13166 LOT 2 AMENDE LOT I LOT 3 AMENDED PCC SUB D FOUND NAIL & PLASTIC CAP L.S. hqLLEGIBLE FOUND NAIL & W.C. WASHER Z L.S. #13166 FOUND REBAR O I & PLASTIC CAP L.S. #ILLEGIBLE MAIN STREET z KEY MAP NOT TO SCALE IMPROVEMENT SURVEY PLAT /TOPOG GRAPHICAL MAP OF: 1 C�� LOT 5 a ANDE SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 2 Z ME �)VM1 1 T � A �A�yM1ix�, a s � ti_.`z"v�h A''`+ -.. 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City of Aspen County of Pitkin State of Colorado NOTES: 1) Date of survey: July 2008 — March 2009. 2) Dote of preparation: December 2008 —March 2009. 3) Basis of bearing: A bearing of S 75'05'40" E between the Southwesterly property corner of Lot 1, The Rio Grande Subdivision, monumented by a nail and washer L.S. No. 13166 and the Northeasterly property corner of Lot 4, The Rio Grande Subdivision and Pitkin County Center Subdivision Lot Line Adjustment Plot, monumented by a nail and washer L.S. No. 13166 4) Basis of survey: Pitkin County Center Subdivision, recorded September 2, 1982 in Plat Book 13 at page 83 as Reception No. 243934, The Rio Grande Subdivision, recorded October 18, 1993 in Plat Book 32 at page 83 as Reception No. 362199, Pitkin County Center Subdivision Lot Line Adjustment Plat, recorded July 5, 2002 in Plot Book 61 at page 19 as Reception No. 469504, various documents of record and the found section, subdivision lot and block corner monuments as shown. 5) Basis of elevation: The 1998 City of Aspen Drexel Barrel control datum, which is based on on elevation of 7720.88' (NAVD 1988) on the NGS station "S -159 ". This established a site benchmark with on elevation of 7886.70 feet, on the found nail and washer L.S. #13166 monumenting the Southwesterly property corner of Lot 1, The Rio Grande Subdivision. 6) 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, right —of —way and /or title of record SE relied upon the items listed in Note 4 and the Title Commitment prepared by Pitkin County Title, Inc., Case No. 85626L effective dote October 14, 2008. 7) Contour interval equals one foot. 8) According to the Federal Emergancy Management Agency F.E.M.A. utilizing the Flood Insurance Rote Map F.I.R.M. panel 08097c0204c with an effective date of June 4, 1987 the entire boundary of the subject property is Zone X (non— shaded) and defined as outside the 500 year flood plain. 9) All boundary corners are to be monumented with a #5 rebor & plastic cap in ground or 1.5" brass cap in concrete or asphalt, unless otherwise noted. 1w��_ ru IINIMIAM ( IN FEET ) 1 inch = 20 ft. SOPRIS ENGINEERING 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 GENERAL UTILITY NOTES: 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plat was prepared by Sopris Engineering, LLC (SE) for CITY OF ASPEN and PITKIN COUNTY TITLE, Inc. I furthermore state that the improvements on the above described parcel on this date, March 19 2009 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 part of said parcel, except as noted. I furthermore state that the control precision is greater than 1 in 10,000 and that this property is subject to reservations, restrictions, covenants and easements of record or in glace. RAB 28111 03/24/09 EX \28111EX —COND3 KEY MAP NOT TO SCALE EXISTING CONDITIONS LEGEND OE EXISTING ELECTRIC MANHOLE 2) 18 "X 40' PINE ® EXISTING WATER MANHOLE 3) 3 "X 10' PINE RID EXISTING DRYWELL 4) 6 "X 12' MAPLE IS) EXISTING SEWER MANHOLE 'ODE TQ EXISTING TELEPHONE MANHOLE 6) 8 "X 25' ASPEN Q AZ4 cE 7) 10 "X 35' PINE ® EXISTING SEWER MANHOLE 8) 6 "X 20' MAPLE )-- EXISTING GUY WIRE 9) 107 25' PINE ca� EXISTING POWER POLE LOT 1 V EXISTING FIRE HYDRANT 11) 8 "X 20' PINE wv SA OF B A IN 12) 6 "X 12' MAPLE 32) 8 "X 20' DECIDUOUS EXISTING CURB STOP 13) 10 "X 30' SPRUCE S 75'05'40" E 53) 6 "X 20' PINE 14) 10'X 25' PINE M EXISTING GAS METER 15) 6 "X 15' MAPLE ® EXISTING ELECTRIC TRANSFORMER 16) 12 "X 25' PINE PROJECT SENCHMARI F& OUND WASHER NAIL q M I AND WASH L.S. 013166 L.S. #16129 I0 � BLEEKER ELE4 7886.7' EXISTING CATV PEDESTAL 20) 5 "X 30' ASPEN(2) .4 NAIL AN WASHER L.S. #13166 EXISTING SEWER CLEANOUT 96) 6 "X 12' MAPLE LOT 2 EXISTING LIGHT POLE 77) 6 "X 18' MAPLE v EXISTING SIGN AMENDE gas LOT 1 w LOT 3 EXISTING IRRIGATION VALVE BOX 99) 15 "X 25' COTTON AMENDED a 80) 3 "X 6' CRAB APPLE ® EXISTING SURFACE DRAIN PCC SUB uc — EXISTING UNDERGROUND CATV — uc ut — W D fo — FOUND NAIL — fo ue — EXISTING UNDERGROUND ELECTRIC & PLASTIC CAP ss — EXISTING SEWER —Ss L.S. #ILLEGIBLE F EXISTING WATER — w ug ug — a , — FOUND NAIL etc— EXISTING COMMON TRENCH p & W.C. WASHER EXISTING RETAINING WALL Z L.S. #13166 EXISTING ROCK RETAINING WALL 0 — EXISTING CHAIN LINK FENCE — 0 FOUND #5 REBAR 0 EXISTING WOOD FENCE — o x — & PLASTIC CAP — x X 7900.0' SPOT ELEVATION L.S. /ILLEGIBLE MAIN STREET z KEY MAP NOT TO SCALE EXISTING CONDITIONS LEGEND Q� DECIDUOUS TREE Ys CONIFER TREE GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. 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 IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: LOT 5, RIO GTHANDE SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 2 GENERAL UTILITY NOTES 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 TREE CHART (CALIPER =" X DRIP DIAMETER = 1) 12 "X 40' COTTON WOOD OE EXISTING ELECTRIC MANHOLE 2) 18 "X 40' PINE ® EXISTING WATER MANHOLE 3) 3 "X 10' PINE OQ EXISTING DRYWELL 4) 6 "X 12' MAPLE IS) EXISTING SEWER MANHOLE 5) 6 "X 12' MAPLE TQ EXISTING TELEPHONE MANHOLE 6) 8 "X 25' ASPEN Q EXISTING UTILITY MANHOLE 7) 10 "X 35' PINE ® EXISTING SEWER MANHOLE 8) 6 "X 20' MAPLE )-- EXISTING GUY WIRE 9) 107 25' PINE ca� EXISTING POWER POLE 10) 6"X 18' MAPLE(2) V EXISTING FIRE HYDRANT 11) 8 "X 20' PINE wv EXISTING WATER VALVE 12) 6 "X 12' MAPLE 32) 8 "X 20' DECIDUOUS EXISTING CURB STOP 13) 10 "X 30' SPRUCE Gv 53) 6 "X 20' PINE 14) 10'X 25' PINE M EXISTING GAS METER 15) 6 "X 15' MAPLE ® EXISTING ELECTRIC TRANSFORMER 16) 12 "X 25' PINE El EXISTING ELECTRIC PEDESTAL 17) 12 "X 25' PINE M EXISTING ELECTRIC METER 18) 6 "X 12' MAPLE I0 EXISTING TELEPHONE PEDESTAL 19) 6 "X 12' MAPLE © EXISTING CATV PEDESTAL 20) 5 "X 30' ASPEN(2) 40) 8 "X 12' MAPLE EXISTING SEWER CLEANOUT 96) 6 "X 12' MAPLE 1 EXISTING LIGHT POLE 77) 6 "X 18' MAPLE v EXISTING SIGN Q) 10 "X 12' SPRUCE gas EXISTING GAS MARKER ® EXISTING IRRIGATION VALVE BOX 99) 15 "X 25' COTTON ❑ EXISTING VENT 80) 3 "X 6' CRAB APPLE ® EXISTING SURFACE DRAIN T) 6 "X 10' SPRUCE uc — EXISTING UNDERGROUND CATV — uc ut — EXISTING UNDERGROUND TELEPHONE — ut fo — EXISTING UNDERGROUND FIBER OPTIC — fo ue — EXISTING UNDERGROUND ELECTRIC — ue ss — EXISTING SEWER —Ss w — EXISTING WATER — w ug ug — EXISTING GAS — etc— EXISTING COMMON TRENCH — etc EXISTING RETAINING WALL EXISTING ROCK RETAINING WALL 0 — EXISTING CHAIN LINK FENCE — 0 o — EXISTING WOOD FENCE — o x — EXISTING WIRE FENCE — x X 7900.0' SPOT ELEVATION Q� DECIDUOUS TREE Ys CONIFER TREE GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. 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 IMPROVEMENT SURVEY PLAT /TOPOGRAPHICAL MAP OF: LOT 5, RIO GTHANDE SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 2 GENERAL UTILITY NOTES 1. The locations of underground utilities have been plotted based on utility maps, construction /design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 TREE CHART (CALIPER =" X DRIP DIAMETER = 1) 12 "X 40' COTTON WOOD 21) 6 "X 25' ASPEN(2) 41) 3 "X 15' MAPLE 2) 18 "X 40' PINE 22) 8 "X 30' ASPEN(2) 42) 3 "X 15' MAPLE 3) 3 "X 10' PINE 23) 8 "X 20' ASPEN(3) 43) 8 "X 25' ASPEN(2) 4) 6 "X 12' MAPLE 24) 12 "X 20' COTTON WOOD 44) 8 "X 25' ASPEN(2) 5) 6 "X 12' MAPLE 25) 6 "X 20' ASPEN 45) 7 "X 18' ASPEN(5 6) 8 "X 25' ASPEN 26) 10 "X 40' ASPEN 46) 8'X 25' ASPEN(2) 7) 10 "X 35' PINE 27) 6 7 X 25' ASPEN(2) 47) 3 "X 12' ASPEN 8) 6 "X 20' MAPLE 28) 6 "X 15' MAPLE 48) 3 "X 15' ASPEN 9) 107 25' PINE 29) 6 "X 25' ASPEN(2) 49) 3 "X 15' ASPEN 10) 6"X 18' MAPLE(2) 30) f0 "X 30' DECIDUOUS 50) 7 "X 15' ASPEN(2) 11) 8 "X 20' PINE 31) 8 "X 20' DECIDUOUS 51) 4 "X 12' MAPLE 12) 6 "X 12' MAPLE 32) 8 "X 20' DECIDUOUS 52) 6 "X 20' PINE 13) 10 "X 30' SPRUCE 33) 7 "X 14' MAPLE 53) 6 "X 20' PINE 14) 10'X 25' PINE 34) 6 "X 18' DECIDUOUS 54) 6 "X 20' PINE 15) 6 "X 15' MAPLE 35) 6 "X 18' MAPLE 55) 4 "X 15' MAPLE 16) 12 "X 25' PINE 36) 8 "X 12' MAPLE 56) 10 "X 20' SPRUCE 17) 12 "X 25' PINE 37) 8 "X 12' MAPLE 57) 10 "X 20' SPRUCE 18) 6 "X 12' MAPLE 38) 4 "X 10' MAPLE 58) 14 "X 25' SPRUCE 19) 6 "X 12' MAPLE 39) 3 "X 10' MAPLE 59) 12 "X 20' SPRUCE 20) 5 "X 30' ASPEN(2) 40) 8 "X 12' MAPLE 60) 12 "X 20' SPRUCE TREE CHART (CALIPER =" X DRIP DIAMETER = 61) 12 "X 20' SPRUCE 81) 3 "X 6' CRAB APPLE A) 15 "X 25' COTTON WOOD 62) 8 "X 20' SPRUCE 82) 4 "X 12' MAPLE BH) 8 "X 20' CRAB APPLE B) 4 "X 15' MAPLE 63) 8 "X 20' SPRUCE 83) 12 "X 40' COTTON WOOD C) 4 "X 15' MAPLE 64) 8 "X 20' SPRUCE 84) 5 "X 12' MAPLE AR) 8 "X 10' PINE D) 3 "X 12' JUNIPER 65) 4 "X 15' ASPEN 85) 10 "X 30' COTTON WOOD E) 6 "X 25' MAPLE 66) 3 "X 12' ASPEN 86) 12 "X 20' COTTON WOOD F) 6 "X 25' MAPLE 67) 6 "X 18' ASPEN 87) 12 "X 20' COTTON WOOD G) 3 "X 15' JUNIPER 68) 7 "X 20' ASPEN 88) 8 "X 20' ASPEN BP) 6"X 15' CRAB AP PLE H) 10 "X 25' SPRUCE 69) 3 "X 12' ASPEN 89) 7 "X 20' ASPEN AE) 14 "X 20' DECIDUOUS 1) 10 "X 25' SPRUCE 7 14 "X 35' COTTON WOOD 90) 7 "X 20' ASPEN AZ) 15 "X 30' SPRUCE J) 10 " X 3 0' SPR 71) 6 "X 12' MAPLE 91) 10 "X 30' ASPEN BT) 12 "X 25' DECIDUOUS K) 10 "X 30' SPRUCE 72) 6 "X 12' MAPLE 92) 10 "X 25' ASPEN Al) 13 "X 25' DECIDUOUS L) 10 "X 30' SPRUCE 73) 6 "X 12' MAPLE 93) 6 "X 12' MAPLE BC) 18 "X 40' DECIDUOUS(2) M) 10 "X 30' SPRUCE 74) 4 "X 15' MAPLE 94) 16 "X 45' COTTON WOOD N) 9 "X 10' SPRUCE 75) 3 "X 10' JUNIPER 95) 12 "X 30' COTTON WOOD 0) 7 "X 8' SPRUCE 76) 6 "X 18' MAPLE 96) 6 "X 12' MAPLE P) 10 "X 12' SPRUCE 77) 6 "X 18' MAPLE 97) 16 "X 45' COTTON WOOD Q) 10 "X 12' SPRUCE 78) 3 "X 12' JUNIPER 98) 3 "X 9' MAPLE R) 6 "X 10' MAPLE 79) 3 "X 6' CRAB APPLE 99) 15 "X 25' COTTON WOOD S) 14 "X 20' COTTON WOOD 80) 3 "X 6' CRAB APPLE T) 6 "X 10' SPRUCE TREE CHART (CALIPER =" X DRIP DIAMETER =') U) 6 "X 8' ASPEN(2) AN) 8 "X 15' PINE BG) 6 "X 10' MAPLE V) 6 "X 15' DECIDUOUS AO) 22 "X 20' COTTON WOOD BH) 8 "X 20' CRAB APPLE W) 6 "X 8' ASPEN AP) 10 "X 15' PINE BI) 8 "X 25' CRAB APPLE X) 7 "X 8' PINE AQ) 10 "X 15' PINE BJ) 10 "X 30' CRAB APPLE Y) 8 "X 20' DECIDUOUS AR) 8 "X 10' PINE BK) 12 "X 30' CRAB A PPLE Z) 12 "X 20' COTTON WOOD AS) 27 "X 40' COTTON WOOD BL) 12 "X 25' CRAB APPLE AT) 12 "X 30' CRAB APPLE BM) 12 "X 25' CRAB APPLE AA) 6 "X 12' MAPLE AU) 3 "X 15' CRAB APPLE BN) 10 "X 20' CRAB APPLE AB) 14 "X 20' COTTON WOOD AV) 3 "X 15' CRAB APPLE 80) 12 "X 30' CRAB APPLE AC) 14"X 20' CRAB APPLE AW) 24 "X 40' SPRUCE BP) 6"X 15' CRAB AP PLE AD) 6 "X 8' SPRUCE AX) 18 "X 30' SPRUCE BO) 8 "X 15' CRAB APPLE AE) 14 "X 20' DECIDUOUS AY) 19 "X 30' SPRUCE BR) 29 "X 40' COTTON WOOD AF) 6 "X 30' DECIDUOUS(2) AZ) 15 "X 30' SPRUCE BS) 40 "X 50' COTTON WOOD AG) 14 "X 15' SPRUCE BT) 12 "X 25' DECIDUOUS AH) 16 "X 25' DECIDUOUS BA) 27 "X 40' COTTON WOOD BU) 15 "X 20' COTTON WOOD Al) 13 "X 25' DECIDUOUS 88) 27 "X 40' COTTON WOOD BV) 19 "X 25' COTTON WOOD AJ) 10 "X 20' SPRUCE BC) 18 "X 40' DECIDUOUS(2) BW) 25 "X 35' COTTON WOOD AK) if "X 25' SPRUCE BD) 8 "X 20' ASPEN(3) BX) 25"X 35' COTTON WOOD AL) 36 "X 18' COTTON WOOD BE) 7 "X 20' ASPEN(4) BY) 4 "X 12' MAPLE AM) 11"X 20' PINE BF) 12 "X 35' PINE BZ) 6 "X 10' SPRUCE Mark S. B RAS 28111 03/24/09 EX \28111EX -CONO3