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HomeMy WebLinkAboutFile Documents.517 Park Cir.0161.2018 (7).ARBK ZONING COMPLIANCE LOT 1, WAGAR/DETWEILER SUBDIVISION ,, ACCORDING TO THE FINAL PLAT RECORDED FEBRUARY 08, 2006 IN PLAT BOOK 77 AT PAGE 41WI �� ��„..,„,,,,,... •., ,,,,.. • � c„ -_-__.- • %% `� AND THE AMENDED FINAL PLAT RECORDED MAY 23, 2018 IN PLAT BOOK 122 AT PAGE 008 �- �`,�tzt � � „ CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO e #5 REBAR&CAP d a -,./ ... '1 - r HATCH LEGEND LINE TYPE LEGEND 8"INLET Al MOLLIE GIBSON PARK L.S.#20133 PAVER WALK SAND WALK BOUNDARY • RIM 7980.47' PITKIN COUNTY III ADJ.BOUNDARY #5 REBAR&CAP II 6 SE 7975.94' ELEC. k ' / _ '". °' 10 6"SW 7975.92' d EASEMENT L.S.#20133PEDS. I _ SUBJGCI • SUMP=7975.21' S88°1:12"W .92' FIELD �72.9:' •AT PKOPLK IY <CONCRETE STORM SEWER ex-sT � • ° ■ASPHALT ELECTRIC -� try , �� m����•\ SOF 204.- ttT / a EDGE OF ROAD op a �, 100YR FLOODPLAIN - - �_'� - - ;e -SPE'R ORD@IANCE NO.25, zqZ%• \ SYMBOL LEGEND EXISTING STORM - ELECTRIC METER (] TELEPHONE /�/ ' t /° a ELECTRIC PEDESTAL © CABLE TV GASLINE 0 /'"/ � 1 /° 9�- WATERMETER 1i/ FIBER OPTIC �( ELECT S. t�a. $ 1�, IRRIGATION VALVE ® TELEPHONE '°I . I, TRANB\ -l'39°/' I q� -.1" FOUND MONUMENT 0 I n SEWER LINE ELECTRIC TRANS. L WATER LINE w lb 1 ,98 u\ ` t c' SEWER MANHOLE QS t1,/� N� 00 '� SPOT ELEVATIONS 0000.00' TREE LEGEND 4` O TRENCH CO =RETEICURB& TIER _ •T• G° SIGN T L _ CLEANOUT MAPLE TREE TYPE BOULDER �)' 8"INLET AIS \ _DRAIN 00 RI 7980.85' 8"IAfCET A19 g(00 �/ 8 STORM DRAIN E 79?'1.?? -BASE ELEVATION RET.WALL RIM 7980.31' M=7980.3y/T9TggO'FIRE HYDRANT y ?DX?T -TREE DIAMETER X TREE HEIGHT -1.�� II4"SE 7977 96 4p: K ]OW76.49'104 SW 797796 'RECESSED LIGHT 7f SUMP-797747 Q"Iti TRENCH nRAIN � �► �D`•1 ® .° VICINITY MAP ft RIM=7980..' ��4`\,�� S l'99'r�'� d / b TRENCH DRAIN I��r'`�I w SCALE 1"=2000' p� INV=7980.59' �`4�a� ���� _d S3_1 8"CLEANOUT q^b .71--_ MV�/979.20 ' - C.$'�8-. q",r �'• l� U Ya-'' �! d 4a ed,\. . N coSMUGGLERRACQUETCLUB ' I �' ��. •1000 MATCHLEBS DRIVE /� O�GkLp4>. ° •���, y . ;'INLET. �,,�'/`��.�' Y 'O.4 •• • .--.J♦� ear M=]98`.42' 6'DIA.DRYWELL 1 �./' y Jf E 6"$W=986.53' /t �'" 414 v ��-W / RIM7979.90' � RIDGEn d �� 06"N 7983.26'II 6"NE7974.45' - 7980.0p , 8010.66' _0 EW SUMP=7'82.30'/ IIR"5E7975.�y�',/ 'go.� I' ` a PROPERTY DESCRIPTION 10 6"NW=797Y4]'7,3973.63. R '"� O �� \ LOT I,WAGAR/DETWEILER SUBDIVISION,ACCORDING TO THE FINAL PLAT RECORDED ..,at a. CHA10 W 7970.5Y \B'p'C �,,� ,, p� F 1� \/, _ FEBRUARY 09,2006 IN PLAT BOOK 77 AT PAGE 41 AND THE AMENDED FINAL PLAT RECORDED II B MP=7965.81 C, &�, pb �° .G a MAY 23,2018 IN PLAT BOOK 122 AT PAGE 008,CITY OF ASPEN,COUNTY OF PITKIN,STATE OF / d!9 ?qa I$S7 • SETBACKS PER ORDINANCE I COLORADO. / ,L�� ,-- I/ �,���$ NO.25,SERIES OF 2017 '46�� 8"INLET A6 I 'ti• / •V I RIM=7979.35' Py'. RIDGE G "4, 6'DIXRYWELL 2 JU II 4"SW=7976.50' �,��'4. 8010.52'� �. I ET A3 '4 II4"NE=7977.67' 4•4• I=7988.40. 8 o- {e�., RIM 7979.68' 3' 4'C A h'4N10 8" I / g'0 `�� I d H4"SW=7986.40' t °p ",!U ( /II 12"NE 7973.72' O ���.* nggo 1012"SW=7973.99' SUMP=7975.85' ,41. �)�\ 8 ,•r^T PERVII'B II4"SWJ/986.75' /$-.. :OTT CRAM=7970.52' 8"INLET A7 ,10 �,� �j PAVE' I04"N797987.45' �`�'' ' SUMP=7965.SP / AIM=79]9.26' I,,/ / 411,07 AI'YP:) Pd, SUMP=7985.9T /� AS-BUILT SURVEY CERTIFICATION STATEMENT: '.or / I4"sw=79]6.Rr ## / / /& S4 1 -:RYWELL3 ,YbIO 104"NE=7976.63' Im �,/ N. 44?U^E' -801066H RIDGE F--,,,,,, y�'a` ' ' ,-\�2/O .;;9•$ / \ I,THE UNDERSIGNED REGISTERED LAND SURVEYOR HEREBY CERTIFY THAT THE ELEVATIONS, / RIM=7979.44' JU SUMP=7976.11' �6Q Ok' 8010.79' 4 QW.5150644410. O GRADING AND DRAINAGE FEATURES SHOWN ON THE PROPERTY DESCRIBED AS:LOT I, ,,IIII 6"NW=]974.83' C JU � '�L,�T, WAGAR/DETWEILER7 SUBDIVISION,ACCORDING TO THE FINAL PLAT RECORDED FEBRUARY 09 COA GPS#8 / "$ / •"" '�� .Q/v,,�• / \ 2006IN PLAT BOOK 77 AT PAGE 41 AND THE AMENDED FINAL PLAT RECORDED MAY 23,2018IN / II 12"NE=]973.]4' 9 - 4 9�0' O' N.GARMISCH / / I0 12"SW=7975.17' -3� 4etr V LOT 1 .4 4 I�,/ - PLAT BOOK 122 AT PAGE 008 WERE DEVELOPED FROM CC SURVEYING THE PROPERTY ON THE DATE &E.DURANT BOTT CHAIN=]970.29' ��' 14,458 S.F.L 0 '��, U 8"IN TAG - OF SEPTEMBER 03,OCTOBER 01 AND 06,2020 AND ACCURATELY DEPICT THE ELEVATIONS N 66.52'26"W • �y 4d 0.33 AC.t ,�� EXISTING DURING THE SURVEY.THE ELEVATIONS MAY CHANGE SUBSEQUENT TO THE SURVEY 2544.66. J"" / SUMP=]965.95' IVY �j d 517 PARK CIRCLE �,�"`t+ RIM 989.00' I '�, I� II 4" W-7986 6' • DUE TO SUBSIDENCE,UPHEAVAL,EROSION,ACTS OF MAN OR OTHER FACTORS.THEREFORE, �� (,yt .. .p MULTILEVEL ©I -j,,,, II4'SW=798 L80' • THIS CERTIFICATE MAY NOT ACCURATELY DEPICT ELEVATIONS,GRADING AND DRAINAGE / ;l5' / STORM FILTER, ,' C,O 4P'a v BRIDGE C PRAME BUIOOD AND LIDING I:I'/ 4 NOTED OTHERWISE.NO PART 0ETAL PATTERN AFTER THE DATE OF 1F THISE LO LIES VEY. WITHIN THE 100 YEAR FLOODPLAIN ASMENTS ARE SHOWN PER THE PLAT DEFINED / 44'I�°. RIM=7979.45' ,'s' _ 801L20' y �,.� SMP=798.16' BYFEMA,EXCEPT AS NOTED.ERROR OF CLOSURE FOR THIS IMPROVEMENT SURVEY PLAT IS _ II4"5E=7977.46' �3`�♦- O.• 4 ,��/� LESS THAN 1:15,000. 9% ro 8"INLET AB :�Alt � U� \` It7EQ 7 �#5REBAR&CAP . = ll4 SE_7976.73' b,� fl © dL.S.#ILLEGIBLE GI �I* �,. 104"NE-7976.91 ' 1019/20 BYDATE:LS.EL-7973.66' BUMP=7976.30 / • •2S AN1 BhfIX OFa. 4,188 INL: AS51.18VEYIN INC.:y RIM=,.8893 e / /I °` . 04 E 79ea91 ,. 'concps#3 Ys P--7966sr; � ALS.GARMISCH ,• aye . &W.FRANCIS ST. N �� `��i ZI#�Tcr ' � ` ���0� ,. N ..i,,, N N70 35'05"E \\ ,,`330 30 BOlJLDER a 4 0 00 \ ,,`,`��, \ / `RIDGED • Y) � , � 8010.70' G'� ,V e y 1 .9. QCURVE TABLE �' °0e .�wC CURVE# LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH 300 a 60 CONCAHTE Qy �WALL(TYp.)CV BI�P•\ 4Jh- . • s s.,a . PER OUS Cl 147.03' 247.89' 33°58'57" N14°08'48"E 144.88' f '� /� PAV S • RACK ) � Aa�S I'.) C' -.N(�( I �, ? �� f�O•b 4�-1, a bola. • i w 270 A-I / • 90 E 4'•12e ��O \ �i T2 RIDGE K RIDGE E , A d - A, O l 8010.50' d I,, Teo BSJ, O �� 8002.80' ',,. .D � LOT & 2�Mr� s Qa :,, � d 4 • 240 120 515 PARK CIRCLE oO � � I. � s `� ����� d ZONING HEIGHT PLAN a • 8"INLET AI2 �m ��,� 41111‘�� w¢����� ELEVATION OF n 4"sE=797z6s' 'so• 'DO \ + ¢�' f•�j,� <, ELEVATION FINISHED ELEVATION OF AS-BUILT ELEVATION MOST ROOF HEIGHT OVER ACTUAL ROOF HEIGHT AS-BUILT 210 150 II 4'TIE=7985.60' tau 104"NW=797765' \9v \ \ I© �d� ;:::___________,..1:.,..,. LABEL HISTORIC GRADE FINISHED GRADE OF GRADE BELOW RESTRICTIVE TOPOGRAPHY OVER MOST RESTRICTIVE HEIGHTS SUMP=7977.64' 1 'if. 8��..o� ,��V��.ji �q' - A 7980.29' 7980.29' 7980.53' FINISHED 8010.04' 30.13' 8010.66' NOTES: 5' O 8 '? �� Y�,� nq•�,,♦♦, q - - B 7979.29' 7979.29' 7979.43' FINISHED 8010.04' 31.23' 8010.66' O 600 `,,�� F37I)THIS PROPERTY IS SUBJECT TO RESERVATIONS,RESTRICIONS.COVENANTS,BALDING \ e-\ �,, ♦ / (,' 7979.29' 7979.29' 7979.39' F1ISSHED $010.95' 31.$1' $0II.20' THESETBACKSTITLE AND EASEMENTS OF RECORD,OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN %� \I _ / •- THETITLECOMMITMF,NT PREPARED BY STEWART TITLE COMPANY,FILE NO. \ �� U D 7979.29' 7979.29' 7979.43' FINISHED $O11.U0' 31.27' $010.70' 01330-90832-AMENDMEFIT NO.C3,DATED EFFECTIVE NOVEMBER I5,2018. \ I '1�.�'A� q1 �, E 7985.60' 7988.72' 7989.59' HISTORIC 8010.35' 24.90' 8010.50' • .dvR2)THE DATE OF THIS SURVEY WAS SEPTEMBER 03,OCTOBER 01 AND 06,2020. P OIp `��I y (/$',.,. - F 7985.81' 7988.72' 7989.48' HISTORIC 8010.45' 24,98' 8010.79' 3)BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF 507°14'57"E BETWEEN THE P RS ''t^e- �� .y-4,Z$y G 7985.77' 7988.72' 7989.58' HISTORIC 8010.39' 24.75' 8010.52' NORTHWEBTERLY CORNER OF LOT I,A#S REBAR&CAP L.S.#20133 POUND IN PLACE AND THE (1YP. (;,N,i,. `D,p �A Q “,- H 7979.29' 7980.29' 7980.43' FINISHED 8008.62' 29.38' 8009.81' SOUTHEASTERLY CORNER OF LOT I,A#5 REBAR&CAP L.S.#20133 FOUND IN PLACE, ,y c O U0 00 ♦Ad - J 7979.29' 7980.29' 7984.25' FINISHED 8003.95' 20.74' 8004.99' 4)UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S.SURVEY FEET. a SEWERMANHOLE- ' I a RIM EL 7988.56' K 7984.87' 7987.37' 7987.45' HISTORIC 8002.87' 17.93' 8002.80' CTLV a5)THIS SURVEY IS BASED ON THE WAGAWDETWEILER SUBDIVISION FINAL PLAT RECORDED GRAPHIC SCALE #5 REBAR&CAP / 78°05,23 , IO EL=]981.07' FEBRUARY 08,2006IN PLAT BOOK 77 AT PAGE 41 AND THE WARRANTY DEED RECORDED APRIL 11/ 6"PVC EL=7980.7s' Drawn B10,2008 AS RECEPTION NO.546242IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND0 to L.S.#so �0133 ' E $L4CVCy'IIIg� I y NO. Date Revision By Project NO. CORNERS POUND EN BASEDPLACE. /1"\e , a • , Q� MN 517 PARK,LLC. • 6)ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN COLORADO '� 6' Checked By: CITY OF ASPEN,COLORADO 16092 RTVRN GPS NETWORK(1988 ORTHO DATUM)YIELDING AN ON-SITE ELEVATION OF 7973.66'ON P.O.Box 1746 THE SOUTHWESTERLY CORNER OF LOT 1 AS SHOWN.CONTOUR INTERVAL EQUALS 1 FOOT. ( IN FEET) 4•... h•ryL Rifle,CO 81650 JRN ZONING COMPLIANCE 1 inch= 10 ft. Phone(970)625-1954 Date: F� 7)ERROR OF CLOSURE FOR THIS ALTAMSPS LAND TITLE SURVEY IS LESS THAN 1:15,000. - Fax(970)579-7150 LOT 1,WAGAR/DETWEILER SUB• OCTOBER 19,2020 8)AT THE TIME OF THE AS-BUILT SURVEY THIS SITE WAS STILL UNDER CONSTRUCTION. SEWER MANHOLE (W.PRUIVRYREC.CO99 BASED UPON ANY DEFECT IN THIS SURVEY WITS.THREE YEARS AFTER YOU MST Computer Hie: 517 PARK AVENUE 1 OF 1 DISCOVER SUCH DEFECT M NO EVENT MAY ANT ACTION BASED UPON ANT DEFECT rN RIM F.I.7986.01' THIS SURVEY BE COMMEEC055050 T:AN TEHOWN REARSF M THE DATE OF THE IIEL-7978.80' % Est. 2001 092-PARK-ASB ICA10 EL=7978.64'