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File Documents.110 Coach Rd.0159.2019 (3).ARBK
MS REBAR&FEAST' AS-BUILT SURVEY = - CAP P.L.S.#28463 • FOUND(TYPT 60'W.C.^19984' \\ LOT �N86°20'47"E �� SO4"20'31"E I -- �,Tb 49 '' LOT 7, STAGE ROAD P.U.D./SUBDIVISION \\ ,,,,\".'-' 7 S902533'54"W ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 07, 2005 IN PLAT BOOK 75 AT PAGE 32 _ 11, // {{ THE FIRST SUPPLEMENT TO THE FINAL PLAT RECORDED OCTOBER 15, 2009 IN PLAT BOOK 92 AT PAGE 1 - �- - - N31°°'"°'E \ //' LOTF2 THE FIRST AMENDED PLAT OF LOT 7, RECORDED MARCH 26, 2010 IN PLAT BOOK 93 AT PAGE 63 AND THE F y j 91.20' / #s REBAR&PLASTIC \� O LOT7 !� / rl3 cyFY Butte I--- CAPP.L.S.k28463 3.573AAI /,'/ 54.00' 0"W SECOND AMENDED PLAT OF LOT 7, RECORDED FEBRUARY 21, 2018 IN PLAT BOOK 121 AT PAGE 38 FOUND(TYP.) �`) SEE TAC7.3 134.00' aro N41"331061R' \\ \ ///`/L) Po(P`.a� �.. \ CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO c.` �` AGRICULTURAL \ / / 4, CONSERVATION L� //// \ \ S 019'30"I: %'Br/ RECEAS.O 1589 \MENT PER �\ //// 108.17' \ \ I-n S% ++- _ _. -� \\ \ \ •SREBAR&PLASTIC u - HATCHEDAREA / - 9 =i b q� CAP P.L.S.#28463 Butte N33"14'12'W \ �Y, \ \ FOUND(TYP.)17'W.C. \ �K O �\!` P.K.NAIL& 58J0' yr t� �p 106.84' \N 64530'26"W nn� LOT FI C'', S 10524:30'F V - C b C� >h 6R zo 1 \ , e N43°03'43"W `� Ch RPLS / 1 \ l 4! - - i 47.28' L S, 9 L . FOUND �� _ -'mot N53°I6'OB'W Jfa' \ \ \ \ / I o 11 SP BT 12 ice''' « 59f12' (� d� X•'�Nip / / \ / OP•n O L • M Al I 2 f'' �[t-at> NORTH D''• LL I \// .� ASYEN S R 65C 4 126080'37 "W AI EL•77.s2, \ \ u �o-- �'F i ad' •Y ,��\ ^ri rr aee y' L 2155 0/ / / I 774 r2 RIP RAP \ y'e`' _ - •�� _ �0_Fa1_ ����rt� Ch3=NO3 T658 E �� ELEC. ]7 73 \ _ FPy r { }•{` 1 2 r•� °>V \ 7 rJ �i;,0•, Chl 21.54 I I STUB BO .At1 1 77'13R \ CL ANOUT 1 V -• \ "1 )'n •� f'1(e/sr._,�Rwn( NRO°4624'W J 7775� 4• t - 1 !a `P�/��1/' mod'. N / BUILDING ENVELOPE sat G h _ � 3 ;-/ ! =H'� q:�c`u 56.69: LIGHT g \/J( \f ^\\�('IYPJ 1 PER REC.Na645286 30'SEWER EASEMEN '�[eln yGRAPHIC SCALE / n - PERBK244PG740&7•/ \ ,- ///lam\\\\ ��i 8T<ra \he a so too xro ado ,, r� RIDGEL- Ell 0ET 3DRIVEWAY 4 Al �7 11 EP N 7797.35' WERLINE \ / VICINITYMAPRIM=]71.24' 1.50' DRAN TION SCALE:1"=2000' MEET-NI II4"W= 78.9: �" 1.50'( IN FEET) RIM=]783.57' 5 ]778.'. / ' %pI 4.80 �3. CON TE D1��7Nx76 98'ELL / /I0=7780.38' E 7778': G1 inch= 100 ft. 1•� `\ 9 \W' L7760.83' /r" b` TIC' . ,y �O opE MP=7757.85' \ FLF.G \ 0- SUMP-777OC,o •,5pp '4 ��a ':00.7/77•a: �) SOUTH DRYWELL / \ srFCa"P c 3.sr soD / - FF' °' ' '�A� AmI=776s9s' / , HATCH LEGli LINE TYPE LEGEND iP _ 77825s' �__ O • II6"=7764.35' / \ '12 GRA 'L ) ° 00$ PA I UbH'--77s922' / • BOUNDARY \ r- A O / PVC BOM1 775 CHAMBER / / STONE WALK ASPHALT BOUNDARY \ \ \ DRIVH AY / ® / �Py'I' e'• &... ��VEM�J ey =7755.22' / // EASEMENT \ / / y°� • �' RIDGE p , 20'SEWER EASEMENT / .,CONCRETE STORM SEWER ex-ue \�\\ ,i. PER LE 244 PG 740&742 fit \�\ / G / G�o 7794.58' o- �Q>' .r� / ELECTRIC \ ML'-N2 .1 IGHT Z \ \ ' a \ '''./ o eF- q RIP RAP / SYMBOL LEGEND EDGE OF ROAD - - GRAVEL 77 1 s2 b - ('FYPJ • G ry�ry 7770s1' ' C' / 100YR FLOODPLAM • 936 t.,b DRIVEWAY 7 0' >, 280' RIDGEH CO$ O�w // ELECTRIC METER 0 EXISTING STORM TV PEDESTAL 0 TELEPHONE '" 779729' 4q PLASTIC CAP \ \ GEE '�' O� A P.L.S.kAR& / ' WATER METER ® CABLE TV \ \ GRAVE .�? U.23'' 7807.74' S� RIDGEG D..M �TBM EL=28643 /� IRRIGATION VALVE © GASLINE UTILITY EASEMENT / G ]]94.59' FOUND MONUMENT IF \\ PER REC.NO.532127, RMiWAY �/ 82.1. � 0.40' =7]]I.28 7766.82' / FIBER OPTIC 536439,563657 / / BO \ ..Y\83' T"R1DGE5 RIDGEI 2 7702g •"=776.48' // STORM GRATE © TELEPHONE FO \ \ - �G W 'ro,RIDGE ' RIDGE �p ' I.6'�77:5.44' / / DRYWELL ® SEWER LINE \/ �j MANHOLE WATER LINE\ fj DRIVEWAY / c R780586' RIDGE 0885' �" / /// PVC RISER 0 w \ \ / TION \ OT DRAM �4 10 COACH ROAD // \ \ ser88.08 -.$.M=7782.34' 'h` / / SPOT ELEVATIONS 0000.00' TRITREE LEGEND \ \ DNTR L "7]g2 ky �4. h AN CONCRETE / DECIDUOUS TREE D AND CONCRETE VALVE( .) I06"5E=7787.39' cA. MV=]782.91' / RIDGEA DRAM y\ yG / ��``''h� SUNtP=77 .46' LC //G• RIM=7772.46' ,54. Syr UNDER CONSTRUCTIO / , / 5 () 7804.39' II-UNABLE\\ / RIDGED G� q`1 • BOULDER / / SIGN T CONIFEROUS TREE(C) \ \ � .- 7808.85' TO MEASAN �� 6" 'A� (TYPICAL) / / CLHANOUT \ ACCESS&UTILITY ,�RIDGE B RIDGE C b°'' / / FIRE HYDRANT „U,,, ?"D X?T-TREE DIAMETER X TREE HEIGHT EASEMENT $ �, ,T,7804.39' RIDGE 5' / \ PER REC.NO.563657 �� @`��� ,, •� / / / / LIGHT POLE 7`,1 \ \ AGRICULTURAL GE '!�\,• �' O.•I, b� c ' / / / CONSERVATION FF= 82.49' 060'•Sti� DRAIN �� O/ // / // EASEMENT PER DRAIN �•ro, qP 7��ytib 7778.36 2/ \ \ ELEC./ I REC.NO.515869 RIM-Y/86.84' " 8 ',?� '�►.�+f►r 7776.75' U / / / \ \ \ STU: HATCHED AREA ]]4 ]785.91' , 1� ::' SN i®A�01s 44.7771.72' / / / \ I047785.91'1 'It1DCC W -�I',. jL ` SUMP-7772.00' K / / / \ \ \ ' SUMPJ7780.44' ONCRETL 7]9461 �1' \ �,-`JJ J� / / / / \4;.'/ &GSSAD 14 4\ \ GRAVEL ©4# '•:,..E.: .62' \.r 1 : SrLpj+ / ,/ / // DRIVEWAY �jf ••�2 RID T ;.5 RI E U �'�/ a �� li // / V // ski\ \ :�,36.�� � s�� ��_ ,7 MO' STONE WALK ML U •VC AS-BUILT ENGINEERING CERTIFICATION STATEMENT: \ I EA - - PROPERTY DESCRIPTION / RI I.. �i_*� o • �j5.r / // • �, 4 a qq 52 7782 I'/]81 \ / / LOT 7,STAGE ROAD P.U.D./SUBDIVISION I.THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER.CERTIFY THAT I HAVE INSPECTED THE AS-BUILT \ \ \ \ / "'".1j4 I0,4 72 5• E ..5'r t��-�I / ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 07,2005 IN PLAT BOOK 75 AT SURVEY DATA FOR PROJECT SITE.LOT 7,STAGE ROAD P.U.D./SUBDIVISION AND HAVE CONCLUDED THAT THE \ \ P.)tln•{� S P-7..64' O -�� / PAGE 32,THE FIRST SUPPLEMENT TO THE FINAL PLAT RECORDED OCTOBER 15,2009 IN PROPERTY WILL DRAIN ADEQUATELY M CONFORMANCE WITH THE DRAINAGE PLAN SIBS I FETED AND / r4yi.P' -_ - _ / / PLAT BOOK 92 AT PAGE I,THE FIRST AMENDED PLAT OF LOT 7,RECORDED MARCH 26, APPROVED BY THE CITY ON DATE:12/4/2018 e \ �,° Y r 740 2010 IN PLAT BOOK 93 AT PAGE 63 AND THE SECOND AMENDED PLAT OF LOT 7, • CRETE / ` • ° "hk/ / RECORDED FEBRUARY 21,2018 IN PLAT BOOK 121 AT PAGE 38,CITY OF ASPEN,COUNTY �q'�T✓{[;� ��1 \ �P ��H __r/ // OF PITKIN,STATE OF COLORADO. /� `0• D L• ••f 41 \ CTb \ HY. •\ �,'1_ 7785� BY: ��i�c DATE /UOV:`�•`•` `::•„._C N �1 I /� \ PE ISCINSE NO.0047213 �� J Z 0 \ \ �I,� : TELEPHONE / / NOTES: t SVONA- \ \ I'.GATION 9p� / 330 30 \ \ CON°:OL ELECTRIC A^ /' I)THIS PROPERTY IS SUBJECT TO RESERVATIONS,RESTRICTIONS,COVENANTS AND AS-BUILT SURVEY CERTIFICATION STATEMENT. •,-.,, '. _ VALVE 'J ° �` // // EASEMENTS OF RECORD,OR IN PLACE.THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF/ 5` ` S�(V e I, D \\ \ \ I g �� / / / A TITLE COMMITMENT THEREFORE,EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT THE UNDERSIGNED REGISTERED LAND SURVEYOR HEREBY CERTIFY THAT THE ELEVATIONS,GRADING AND 300 0 60 \ \ \ , "� / / / PROPERTY HAVE NOT BEEN RESEARCHED BY PEAK SURVEYING,INC. / / DRAINAGE FEATURES SHOWN ON THE PROPERTY DESCRIBED AS:LOT 7,STAGE ROAD P.U.D./SUBDIVISION WERE // / 2)THE DATE OF THIS SURVEY WAS NOVEMBER 01,22 AND DECEMBER 02,2021. DEVELOPED FROM SURVEYING THE PROPERTY ON THE DATE OF NOVEMBER 01,22 AND DECEMBER 02,2021 AND * / ACCURATELY DEPICT THE ELEVATIONS EXISTING DURING THE SURVEY.THE ELEVATIONS MAY CHANGE \ / SUBSEQUENT TO THE SURVEY DUE TO SUBSIDENCE,UPHEAVAL,EROSION,ACTS OF MAN OR OTHER FACTORS. tC' / ,,..tt \ \ ° uxA1N GE / 3)BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF 539`34'33"E BETWEEN THE 'I \ \ \ '3 / AFTER THE THEREFORE,THIS CERTIFICATE MAY NOT ACCURATELY DEPICT ELEVATIONS,GRADING AND DRAINAGE PATTERN WATERLINE a EASEMENT / / NORTHERLY ANGLE POINT OF LOT 7,A 85 REBAR&PLASTIC CAP P.L.S.#24863 FOUND IN PLACE AFTER THE DATE OF THE SURVEY.EASEMENTS ARE SHOWN PER THE PLAT UNLESS NOTED OTHERWISE.NO PART OF �+ �' PER REC. / / AND THE SOUTHEASTERLY CORNER OF LOT 7,A 45 REBAR&PLASTIC CAP P.L.S.#28643 FOUND py GASLINE NO. / / IN PLACE. THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN AS DEFINED BY FEMA,EXCEPT AS NOTED.ERROR OF CLOSURE W 27090 E \ \ \ I / FOR THIS IMPROVEMENT SURVEY PLAT IS LESS THAN 1:15,000. /11111.......----\ \ \ \ o // / 4)UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S.SURVEY FEET. / \ \ / 3 '� // 07,05 IN PLAT BOOK BASED5)THIS SURVEY IS 55 AT PAGE 32,,THE FIGE R T SUPPLEMENT ITO THE FINS1ON PLAT AL PLAT RECORDEDED A ///I\I/I',s 1 �•• �(^, /1795 / OCTOBER 15,2009 IN PLAT BOOK 92 AT PAGE I,THE FIRST AMENDED PLAT OF LOT 7,RECORDED 44 tJ11 240 120 I 4 / MARCH 26,2010 IN PLAT BOOK 93 AT PAGE 63 AND THE SECOND AMENDED PLAT OF LOT 7, BY:C{ S` A, DATE: 12/09/21 \ \ \ Aff_'A. // Reviewed 6r Engineering \ ,i. "It should be known I..review shall not \ ay r RECORDED FEBRUARY 21,2018 M PLAT BOOK 121 AT PAGE 38 M THE PITKIN COUNTY CLERK SONznp,R. 0379':, \ lr Mr / AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE. w - F o * I i ' / SURVEYT INC. { °° -'V to 210 150 / 6)AT THE TIME OF TEE DECEMBER 02,2021 FIELD SURVEY THE SUBJECT PROPERTY WAS UNDER F.{ q M b \ fl / CONSTRUCTION. 6✓' { offered N W lao V J6 �01 M /Alitt4 •�'0HA6 o p01{� ,>,aissuance S \ \ \ q''. Q GRO ON iiii III not prevent the City m en ham g IN ° '/ // �VALVb(TYPJ documents and other data . GRAPHIC SCALE \ \ \ -\ =radon of errors St6.� " / / ELEC. 4. Drawn By: 20 - t� \ I / / E METER QeA,:;:;;; , 4. 7RN NO. Date Revision By Project NO. II \ / 8"CLEANOUT OYSTER SHORES,LLC. \ Checked By: CITY OF ASPEN,COLORADO 19014 \ I e/ //��IN FEET) \ \ 0 '� LOT 7,STAGE ROAD PUD/SUB. inch= za I7. \ \ \ AS-BUILT SURVEY / / Phone(970)625-1954 Date: / , Fax(970)579-7150 DEC.09,2021 NOTICE:ACCORDING TO COLORADO LAW,YOU MUST COMMENCE ANY LEGAL.ACTION / N., www.peaksuryeyinginc.com CHEPatexFile: 110 COACH ROAD BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE TEARS AFTER YOU FIRST l OF 1 DISCOVER SUCH DEFECT IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECF cTHIS SURVEY sanUcan BECOMMNCEON. THAN TEN YEARS FROM THE DATE OF THE IN �. Est. 2001 ', 014-AS-BUILT