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Home My WebLink About855-147M A I � `V �!;THE ET � ., �,� "�,J � � vlv,�/ '.t'uYOGRAPHICAL M AP OF: � O M TH 5 TO PARCEL OF 7 TH A P S LAND SIT TOWNSHIP 10 SOUTH, RANGE DATED IN SECTION 12 CITY OF ASPEN, COUNTY n p PTT rW EST OF THE 6 th P. M. 1 MAIN STREET IOO.pp' R.O.W. t1,LOGK 19 W -- —_ s. FOUND REBAR & CA �ND R 9184 0 EOC EDGE OF CONCRETE ��LEG EDGE OF FLAGSTONE CENTERLINE OF RAIL ROAD TIE BORDER — ue U9 ue --. EXISTING UNDERGROUND ELECTRIC ug EXISTING GAS G RAIL - 71E PATH W W — EXIS7ING WATER — Uc uc ---. EXISTING CABLE — fo BUILDING V Y c ' GPS MONUMENT 7TH & HOPKINS Y ROBERT J. WEIEN LOT G & WEST 2.35' OF BLOCK H �I FOUND REBAR L.S. 25947 - 5 MARS G OLSEN & SUSAN A OLSEN MAR: LOT B, 701 W. MAIN ST. & S1 HISTORIC LOT SPLIT OLSEN EXEMPTION LOT G OLSEN A OLSEN )0 UNIT. 2 " CUP c i c CD MAIN STREET IOO.Od R.O.W. t5I -0CK 25 6 5 0 5 � / 617 W MAIJ L CONDO a 'o E BERR LLC F LOTS E - G 6 �I �n s .s�o it t x it � 3 3 2Q 0 C MAIN STREET IOOOp R.O.W. f5L06r 25 —a X9 5 BUS STOP 7924.5 . V 32i , MONUMENT & HOPKINS 1� UGLAS P I<ELSO LOT B GPS 77N FOUND REBAR & CAP SPED — ' CB IB ' � 1926 0 r ELIZABETH RODWELL LOT A 0 SEWER M NHOLE RIM = 7 0.30 8' CUP 24' PIPE INV = 7916.57' . .70' 7920. J 0 - 'ue 1/1 GRAPHIC SCALE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL BASSO UPON ANY AN S Y DEFECT IN THIS DEFECT IN THIS SURVEY WITHIN THREE YEARS UPON AN YOU DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION nnu URVEY BE COMMENCED MORE THAN TEN moM THE nATF of ri nFr cunw., .,�..�.... k IN P'$' ) 1 inch = 10 ft. D ORRIS ENGINEERING - CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 VICINITY MAP SCALE• 1' a 2nnn' SURVEY NOTES: 1 DATE OF SURVEY JULY 18 AND JULY 24, 2006. 2 DATE OF PREPARATION.• JULY AND AUCUST, 2006 3 BASIS OF BEARING.• A BEARING OF N 74 ° 14'06" F FROM THE .DREXE'L BARRELL CPS CONTROL POINT AT THE INTERSECTION OF SOUTH SIXTH STREET AND NEST HOPIlINS MONU�y M N BY A FOUND ALUMINUM CAP IN A YALYE BOX AND THE DRE'X STREET A EL BARRELL CPS CONTROL POINT AT THE INTERSECTION OF SOUTH SEVENTH AND WEST HOPKINS AVE NU E 'TONUMENTED BY A FOUND ALUMINUM CAP IN A VALVE BOX. BARRELL /CITY OF ASPEN CPS> CONTROL y0NUJMrT THE USCS ALUt1f AT SW C ER > pl �A COUNTY COURTHOUSE (q - >59� 5 7920 88' ON BASIS OF ELEVATION AN NAVO 88 ELEVATION OF PROJECT T H E USOS REWHA"ARK S159 !PW IS TRANSFORMED TO ,29 88 ELEVATION DATUM BY APPLYING A CORRECTION OF -5.31' (BASED ON PUBLISHED & FIELD SURVEY DATA ON THE BENCHMARKS LISTED IN NOTE NO. 3 6. VERTICAL DATUdf NYCD 29 DATUdI. THE FIELD WAS' LOCATED BASED ON THE 1988 CITY OF ASPEN CONTROL SURVEY (NAYD 88) AND TRANSFORMED TO THE 1929 DATUM BASED ON THE FOLLOFINC. A. THE BENCHMARKS IDENTIFIED IN NOTE 3 WERE LOCATED PER THE NAYD 88 DATUM AND A MEAN ELEVATION DIFFERENCE BETWEEN THE 88 ANW 29 DATUMS FOR THOSE BENCHMARKS WAS DETERMINED TO BE - 5.31'. B. ALL THE FIELD LOCATION POINT ELEVATIONS WERE ADJUSTED BY -5.3f As A BLOCK TO REFLECT THE tWCD DATUM WHICH IS CONSISTENT FITH THE CIS MAPpINC. O LOCATED PER THE 1998 F THE FIELD DAT FAS A SURVEY MODIFIED STATE PLANE COORDINATE S �, 8 CONTOUR INTERVAL: HALF 0.5 ( J FOOT. C-9 0 EXISTING CONDITIONS LEGEND > 1 ® EXISTING DRAINAGE MANHOLE OS EXISTING SEWER MANHOLE �---' yX EXISTING FIRE HYDRANT WV EXISTING WATER VALVE `Z EXIS77NG CURB STOP OO TBC C SURVEYOR'S STATEMENT I, Mark S. Beckler, do hereby state that this survey was prepaid b So Engineering, for The City of Aspen Parks and Trails Bept., and tha� i s true and correct to the best of my knowledge and belief. s �a�sm FLAGSTONE PATH 0 ------ ❑ ue , ` o r i14�,I,;r" i EXIS71NG GAS METER EXISTING LIGHT POLE EXISTING SIGN EXISTING MAIL BOX EXISTING STORM INLET FOUND PROPERTY CORNER, AS DESCRIBED FOUND CDOT STATION MARK (PAINTED ON CURB) TOP BACK OF CURB EEOC EDGE OF CONCRETE CL RRTIE EDGE OF FLAGSTONE CENTERLINE OF RAIL ROAD TIE BORDER — ue U9 ue --. EXISTING UNDERGROUND ELECTRIC ug EXISTING GAS G ° -- EXISTING WOOD FENCE W W — EXIS7ING WATER — Uc uc ---. EXISTING CABLE — fo fo — EXIS7ING FIBER OPTIC EXISTINNG CONDITIONS /TOPOGRAPHICAL MAP OF: MAI S _ � F 0 5 T H TO S A PARCEL OF LAND SITUATED IN SECTION 12 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 2 I, I MAIN STREET IOO.Od R.O.W. BLOCK 0 1 45 v C I I C � O C sn 0 9 2 617 W. MAIL CONDO Fa BERR LLC LOTS E - G I.1 �.� d GRAPHIC SCALE 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 ,0 110 � ,10 SOPRIS ENGINEERING - CIVIL CONSULTANTS ( IN FEET ) 502 MAIN STREET, SUITE A3 1 inch = 1 ft CARBONDALE, COLORADO 81623 (970) 704 -0311 MAIN STREET IOOVa R.O.W. BLOCK 25 VICINITY MAP SCALE t = 2000' SURVEY NOTES: 1. DATE OF SURVEY JULY M AND JULY 24, 2006. 2. DATE OF PREPARATION JULY AND AUGUST, 2006 3. BASIS OF BEARING: A BEARING OF N 74 0 14'06" W FROM THE DREXEL BARRELL CPS CONTROL POINT AT THE INTERSECTION OF SOUTH SIXTH STREET AND WEST HOPKINS MONUMENTED BY A FOUND ALUMINUM CAP IN A VALVE BOX AND THE DREXEL BARRELL CPS CONTROL POINT AT THE INTERSECTION OF SOUTH SEVENTH STREET AND WEST HOPKINS AVENUE MONUMENTED BY A FOUND ALUMINUM CAP IN A VALVE BOX. 4. BASIS OF SURVEY THE 1998 DREXELL BARRELL /CITY OF ASPEN CPS CONTROL MONUMENT SURVEY AND THE USGS BENCHMARKS 5519, P159 AND THE USGS ALUM. TABLET AT SW CORNER PITKIN COUNTY COURTHOUSE (Q -159). 5. BASIS OF ELEVATION AN NAVD 88 ELEVATION OF 7920.88' ON THE USCS BENCHMARK 5159. THE NAV088 PROJECT DATA BASE WAS TRANSFORMED TO NVCD 29 ELEVATION DATUM BY APPLYING A CORRECTION OF —5.31' (BASED ON PUBLISHED do FIELD SURVEY DATA ON THE BENCHMARKS LISTED IN NOTE NO 3. 6. VERTICAL DATUM AWD 29 DATUM THE FIELD WAS LOCATED BASED ON THE 1988 CITY OF ASPEN CONTROL SURVEY (NAVD 88) AND TRANSFORMED TO THE 1929 DATUM BASED ON THE FOLLOWING. A. THE BENCHMARKS IDENTIFIED IN NOTE 3 WERE LOCATED PER THE NAVD 88 DATUM AND A MEAN ELEVATION DIFFERENCE BETWEEN THE 88 AND 29 DATUMS FOR THOSE BENCHMARKS WAS DETERMINED TO BE — 5.31'. B. ALL THE FIELD LOCATION POINT ELEVATIONS WERE ADJUSTED BY —5.31 AS A BLOCK TO REFLECT THE NVGD DATUM WHICH IS CONSISTENT WITH THE CIS MAPPING. 7. HORIZONTAL COORDINATE SYSTEM THE FIELD DATA WAS LOCATED PER THE 1998 CITY OF ASPEN CONTROL SURVEY MODIFIED STATE PLANE COORDINATE SYSTEM. 8. CONTOUR INTERVAL- HALF (0.5) FOOT. LLC SURVEYOR'S STATEMENT I, Mark S. Beckler, do hereby state that this survey was prepared by Sopris Engineering, LLC for The City of Aspen Parks and Trails Dept., and that it is true and correct to the best of my knowledge and belief. Mark S. Beckler L.S. No. 28643 EXISTING CONDITIONS LEGEND 7 919 p� Q EXISTING DRAINAGE MANHOLE T- QS EXISTING SEWER MANHOLE EXISTING STORM INLET EXISTING FIRE HYDRANT FOUND PROPERTY CORNER, AS DESCRIBED wv EXISTING WATER VALVE TBC f EXISTING CURB STOP EDGE OF CONCRETE GV EDGE OF FLAGSTONE LLC SURVEYOR'S STATEMENT I, Mark S. Beckler, do hereby state that this survey was prepared by Sopris Engineering, LLC for The City of Aspen Parks and Trails Dept., and that it is true and correct to the best of my knowledge and belief. Mark S. Beckler L.S. No. 28643 .r - fi r \ 1.` �. `. F` Y� r (i'�y"' � \µ11vC,��` mo t\ F 4 � �`' `r � >�aT \\�xc T4'��".� \ '\�• -.., `"-, ..�" ri.;` f��V�� A �� -� r it j � OLF Codasr < f •'�r t .1� � a N I t r J � 1 ' Y�'�� _ � ; ( ` [ /i` ��,�Y �..' � "�v � f } it y l � \�� m �� ( �> �f !! 1 \! rp r6� ! Pbni w x vy e t 6 1 n 2 ♦ � itsE � � {�l � �f • � " ��4.g��$ "`If �� n y l�`^\ t 4 + 31 !st 7��.�` r / t� �1 y l v) • pyy�w,�, � i} �1' ,. �.'�. f ' . --"'`Y �.. � fa if � If7� 4� � � ) �i� �} ♦ � � �ni A� 5 7 •�z.� i{ � � 'i' ,. III .._.'� %rFz� 43 t! V �I� ��\ -t. '�6'/� < yr. > rir'� `.•a. ! l i I �L \�lU./ 4 g - �� } ff`c , �j{� !i. r• � w . i I �u'r � v`� r / /rl A \s �i( hv.,�,� � ;�, •.� \ , f � r� //r sr�f / :�A \�` \;� tt� \��.vU z /� ///�� f�`.A`-� �"�1 �r v \ �!'�l , y 1 � • 1 €A�7� � ti :i,�, li MAIN STREET 100.Od R.O.W. BLOCK 25 SEWER W 7M NHOLE RIM = 7 0.30' $^ CMP z OS } 24" PIPE ue . _0 7 g • , X00 INV = 7916.57' tic - - .._. - - -- -- 79 7923.0 — - — -- D 4 X9 21. p X0.7 70' 792 . FLAGSTONE PAT EO / - tie o M u ❑ ❑ -0-0 0- ❑ ❑ e5� E CTRI`;e`aa"�'z M"•i A.t g., �," v'bvez; ..1 ° "€ - ,nt*,iz . I - 7925.0 ❑ ❑ .:n. Iv ❑ ❑ ' tARI.F.S A EXISTING GAS METER c EXISTING LIGHT POLE v EXISTING SIGN ® EXISTING MAIL BOX EXISTING STORM INLET Q FOUND PROPERTY CORNER, AS DESCRIBED A FOUND CDOT STATION MARK (PAINTED ON CURB) TBC TOP BACK OF CURB EOC EDGE OF CONCRETE EF EDGE OF FLAGSTONE CL RRTIE CENTERLINE OF RAIL ROAD TIE BORDER — ue ue — EXISTING UNDERGROUND ELECTRIC — ug ug — EXISTING GAS — —a— EXISTING WOOD FENCE — w w — EXISTING WATER — uc —uc— EXISTING CABLE — fo fo — EXISTING FIBER OPTIC .r - fi r \ 1.` �. `. F` Y� r (i'�y"' � \µ11vC,��` mo t\ F 4 � �`' `r � >�aT \\�xc T4'��".� \ '\�• -.., `"-, ..�" ri.;` f��V�� A �� -� r it j � OLF Codasr < f •'�r t .1� � a N I t r J � 1 ' Y�'�� _ � ; ( ` [ /i` ��,�Y �..' � "�v � f } it y l � \�� m �� ( �> �f !! 1 \! rp r6� ! Pbni w x vy e t 6 1 n 2 ♦ � itsE � � {�l � �f • � " ��4.g��$ "`If �� n y l�`^\ t 4 + 31 !st 7��.�` r / t� �1 y l v) • pyy�w,�, � i} �1' ,. �.'�. f ' . --"'`Y �.. � fa if � If7� 4� � � ) �i� �} ♦ � � �ni A� 5 7 •�z.� i{ � � 'i' ,. III .._.'� %rFz� 43 t! V �I� ��\ -t. '�6'/� < yr. > rir'� `.•a. ! l i I �L \�lU./ 4 g - �� } ff`c , �j{� !i. r• � w . i I �u'r � v`� r / /rl A \s �i( hv.,�,� � ;�, •.� \ , f � r� //r sr�f / :�A \�` \;� tt� \��.vU z /� ///�� f�`.A`-� �"�1 �r v \ �!'�l , y 1 � • 1 €A�7� � ti :i,�, li MAIN STREET 100.Od R.O.W. BLOCK 25 SEWER W 7M NHOLE RIM = 7 0.30' $^ CMP z OS } 24" PIPE ue . _0 7 g • , X00 INV = 7916.57' tic - - .._. - - -- -- 79 7923.0 — - — -- D 4 X9 21. p X0.7 70' 792 . FLAGSTONE PAT EO / - tie o M u ❑ ❑ -0-0 0- ❑ ❑ e5� E CTRI`;e`aa"�'z M"•i A.t g., �," v'bvez; ..1 ° "€ - ,nt*,iz . I - 7925.0 ❑ ❑ .:n. Iv ❑ ❑ ' tARI.F.S A M AIN EXISTING CONDITIONS /TOPOGRAPHICAL MAP OF: ST F 5TH TO A PARCEL OF LAND SITUATED IN SEC TOWNSHIP 10 S CITY OF ASPEN, )�noommR., mill I TION 12 OUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 2 ■ MAIN STREET (OO.Od R.O.W. �L.OGK 25 3 162 ' 3 162 1625 1626 1 619 162 7 w z \ < 1 1 E-, g x Z ' BALL ROOT ROOT BALL ROOT BALL FOUND REBAR &CAP STAMPED NCBRlDE" I O 0 B UILDING 4- \ 4� o BUILDING �� XXXX, x �X Y BUILDING Q BUILDING Xy XXY X XY.7\ X �R /.k..1• .•.•.� .� 1 W' NOTES: 1. TREES WERE LOCATED ON THE FACE OF TRUNK PERPENDICULAR TO THE BACK OF CURB TRUE LOCATION WAS ESTABLISHED BY ADJUSTING LOCATION HALF OF THE TRUNK WIDTH PERPENDICULAR AWAY FROM CURB. 2. ROOT BALL = TOP OF EXPOSED TREE ROOT IN SOIL OUTSIDE THE WIDTH OF TREE TRUNK DIAMETER EXISTING DECIDUOUS 'FREE EXISTING CONIFER TREE EXISTING BUSH 1052 ___1053 1 0 5 4 �-- - --- - -- - -- 1056 10 __...-_-------- - --- ____1512 1619 1620 1621 1775 N/A 1794 N/A 1795 0A IT 9 6 -- - _.._. 3014 N/A 3023 3031 N 3052 3055 N/A 3083 3087 GRAPHIC SCALE 10 0 5 10 20 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 YFARC FROM THE DATE OF CERTIRCATION SHOWN HFRFON. MAIN STREET ►OO.Od R.O.W. f�LOGK 25 CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 ( IN FEET) 1 inch = 10 ft 16 16 40 36 5 3 'I 8 2 10 16 48 18 3 32 40 50 22 8 8 3 3 24 36 4 24 1 28 2 4 _ 1 8 4 1 16 24 _ 1 8 EXISTING CONDITIONS /TOPOGRAPHICAL MAP OF: MAIN ST�EET FROM 5TH TO `NTH STREETS A PARCEL OF LAND SITUATED IN SECTION 12 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 2 C I 0 t G n n I i NOTES: >. TREES WERE LOCATED ON THE FACE OF TRUNK PERPENDICULAR TO THE BACK OF CURB. TRUE LOCATION WAS ESTABLISHED BY ADJUSTING LOCATION HALF OF THE TRUNK WIDTH PERPENDICULAR AWAY FROM CURB. 2. ROOT BALL = TOP OF EXPOSED TREE ROOT IN SOIL OUTSIDE THE WIDTH OF TREE TRUNK DIAMETER. EXISTING DECIDUOUS TREE EXISTING CONIFER TREE EXISTING BUSH 1624 GRAPHIC SCALE 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 81623 (970) 704 -0311 ( IN FEET ) 1 inch = 10 ft. A MAIN STREET IOO.Od R.O.W. J�LOGK 25 r_1