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HomeMy WebLinkAboutFile Documents.1315 Sage Ct.0082-2021-BRES (16) \ VALVWT P.r \ CITY OF ASPEN GRADING AND DRAINAGE CERTIFICATE , �'%��, MWX3 1315 SAGE COURT SJl _ . y - \ \ TYP.) \ R ,t Sr i1,_Inr OJ.., ,, A _ ! # _.. LOT 4,BLOCK 2,RED BUTTE SUBDIVISION �o \ CORDING TO THE PLAT RECORDED MARCH 18, 1963 IN DITCH BOOK 2A AT PAGE 288 ;1'.;.., , '\ PROPERTY \ o \ COUNTY OF PITKIN, STATE OF COLORADO LEGEND \ SYMBOL HATCHING I� / STREE FOUND NO.• \ 'Li BLOCK I \ T60 T61 SIGN REBAR WTI W TELE.PEDESTAL E # • "� RED BUTTE SUBDIVISION 3 +r 1.25"YELLOW \57 \ T62 PLASTIC CAP, \ ELECTRIC PEDESTAL B \ , 82 • `f NOT APART WATER SHUTOFF 'S0° /1 Ur/ _ \ TSfi \NO.9184 a\ // WOOD P" CONCRETE v - , /•`� �%' 1 C C.a0 T59 GAS METER ®M f/ E V:7151.65' DECK •O ♦ �,<_. tl,�j'•• - T58 ,O'er •` an SPOT ELEVATION 00.0'O K c3 v' n NO.5 REBAR&1.25" �� ) '�. • t \ T54 \ PLASTIC CAP L.B.NO.38294 QO 7./�1' , / TO PLASTIC SET T /✓tll C .,}y?�p�. 11 - , ', '•,$ irill /10'SIDE SETBACKt/ \\ \\ LINE TREE -07.'• r ,s`, �':I►��, 4 .: n ' `z': 11 SEE NOTE 7i \ ss \ BOUNDARY LINE - I. \" �'I*� �t \ IS'REAR S.�BACK , BOUNDARY ADJOINER - • '�a,1 /� .�n � �= f T64 SEE NOT\ \ d� \ FENCE LINE * 8,41�"� 1' J q - '6 A�, \ EDsEmelINE ASPHALTEA - - - - - CONIFER �,. } .. "� �}�1, '``�,' a*lS Y,� '"I \ �. Tfi5/ T69 ?,��pdp, BUILDING �p; •',? 4� . Aspen l(a.e•.,'Y. � i�1� 4 , \ T68 q$"�, CONCRETE ` t - sptgq����¢¢ or .-y kit Z• ' T i �q b6 \ ,4 O� BUILDING OVERHANG 4 r {� C + ,•t 't '�I O '7,P\ \ UNDERGROUND ELECTRIC I 1 'YI 1 - \ T67 o T71 T72 /1J A WATERLINE I /) Iti'•N / /\ T70 \ ., 08s � SEWER LINE o DECIDUOUSI ▪ �''� \ � O E GAS LINE \ T51 T52' / // -__- /p \ 10, Cp\ \ �sl/• (. _ j(il,o i 0'\ -.„,..r: ,rh \ SATELLITE) \ 174 y `7 \ \ DISH \ Ott, VICINITY MAP \ 4, Aq�� / g >dC�, TRUNK DRIP TRUNK DRIP ,� i5o/ n;40.E \\ \ TREE# TREE TYPE ELEVATION TREE# TREE TYPE ELEVATION SCALE I"-2,000' 0., i ) DIAMETER DIAMETER DIAMETER DIAMETER (\iRim ' / 1 ___ S T-5 T77 / 3 1 •\ II a 1 DECIDUOUS 24" 20' 7755.1 58 DECIDUOUS 14" 20' 7751.1 \ ELEVATION 1 ^5� 7751.31' hp 7S4 nt, T7q \ 2 DECIDUOUS 24" 20' 7755.E 59 DECIDUOUS 14" 20' 7750.9 NOTES: ( \\� /�� `� . N \ \ 3 DECIDUOUS 24" 20' 7755.0 60 DECIDUOUSX3STEM$ 3O" 40' 7750.0 I)THIS PROPERTY IS SUBJECT TO RESERVATIONS,RESTRICTIONS,COVENANTS, , r T'4 \T80 4 DECIDUOUS 36" 60' 7754.3 61 DECIDUOUS 4" 12' 7751.0 SETBACKS AND EASEMENTS OF RECORD,OR IN PLACE BASED ON THE PLAT OF „ T- \ T81 N T82 ATV& LECOM RED BUTTE SUBDIVISION,AS RECORDED RECORDED MARCH 18,1963 IN DITCH PEDEST``A���LEEE 5 DECIDUOUS 12" 20' 7754.0 62 DECIDUOUS 4" 12' 7750.9 \ oS(T7 P.) BOOK 2A AT PAGE 288,COUNTY OF PITKIN,STATE OF COLORADO.THIS EXISTING N T83 6 DECIDUOUS 6" 20' 7754.6 63 DECIDUOUS 4" 12' 7750.9 CONDITIONS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE FOUND NO. / Ts9 \ Qll 7 DECIDUOUS 6" 20' 7754.6 64 DECIDUOUS 6" 12' 7751.8 COMMITMENT,THEREFORE EXCEPTIONS TO TITLE HAVE NOT BEEN REVIEWED REBAR T85 OR RESEARCHED BY DRANK CONSULTING INC.CORNERS FOUND IN PLACE ARE \ N a\ 8 DECIDUOUS 6" 20' 7756.9 65 DECIDUOUS 6" 12' 7752.1 SHOWN HEREON. \ ELEV:7151.6' �, \ N 9 DECIDUOUS 6" 20' 7756.7 66 DECIDUOUS 18" 30' 7751.E 53.3 J` 2)THE DATE OF THIS SURVEY WAS OCTOBeR,2023. T86 10 DECIDUOUS 6" 20' 77$$.$ 67 DECIDUOUS 18" 30' 7752.2 \ 4f ��-SS3 BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N39°01'00"E BETWEEN T87 N 11 DECIDOUS 12" 20' 7754.4 68 CONIFER 6" 12' 7752.3 ) T911 THE NORTHWEST CORNER OF THE SUBJECT LOT 4,A NO.5 REBAR FOUND IN \ T15 SEE PAGE 2 p N 12 DECIDOUS 12" 20' 7754.5 69 CONIFER 24" 40' 7752.1 PLACE AND A NO.5 REBAR WITH A 1.25"YELLOW PLASTIC CAP,LS 9184,THE ro:775r TII FOR HOUSE �, Tsx 13 DECIDUOUS 6" 20' 7754.6 70 CONIFER 24" 40' 7752.8 NORTH PROPERTY CORNER OF SUBJECT LOT 4,AS SHOWN HEREON.BEARINGS Tl: Tq1 T92ARE BASED ON THE PLAT OF BLOCK 2,RED BUTTE SUBDIVISION RECORDED p r \ DETAILS \ ti11:: 14 DECIDOUS 12" 20' 7754.1 71 CONIFER 12" 16' 7752.8 MARCH 18,1963 AT DITCH BOOK 2A PAGE 288 AS RECEPTION NO.115085.BEARINGS \ -C M rx`) `- HAVE ALSO BEEN REFERENCED FROM IMPROVEMENT SURVEY PLAT,PAGE 62 OF ''%' 1 7jSS r9- N FOUND NO.5 15 DECIDOUS 12" 20' 7754.2 72 CONIFER 12" 16' 7752.3 T9 127,IN CONSTRUCTION SET OF PLANS APPROVED MARCH 9,2022. REBAR(BEARS 16 DECIDOUS 12" 20' 7754.3 73 CONIFER 18" 20' 7752.8 / I0S N33°32'40"E,0.55') 4)UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S.SURVEY T96 T9q 0 17 DECIDUOUS 6" 20' 7753.6 74 CONIFER 12" 16' 7752.2 H:7750.: / ELEV:7151.05' FEET. o / 18 DECIDUOUS 6" 20' 7753.E 75 CONIFER 18" 20' 7753.3 ,Z \ ^^h T98 �/ \ 19 DECIDUOUS 6" 20' 7754.0 76 CONIFER 12" 20' 7752.8 5)THIS CITY OF ASPEN GRADING AND DRAINAGE CERTIFICATE IS BASED ON THE -- PLAT OF BLOCK 2,RED BUTTE SUBDIVISION RECORDED MARCH I8,1963 AT DITCH rn - I'I / / 20 DECIDUOUS 18" 30' 7754.2 77 CONIFER 12" 20' 7752.4 \ � -'I\ T99 / BOOK 2A PAGE 288 AS RECEPTION Na 115085.BEARINGS HAVE ALSO BEEN I:�+ 21 DECIDOUS 12" 20' 7754.0 78 CONIFER 30" 40' 7753.2 REFERENCED FROM IMPROVEMENT SURVEY PLAT,PAGE 620F 127,M \a CONCRETE / // T100 22 DECIDUOUS 6" 20' 7754.3 79 DECIDUOUS 9" 20' 7750,5 CONSTRUCTION SET OF PLANS APPROVED MARCH 9,2022 AND CORNERS FOUND 4 3'J DRIVE /�/ I'101 FENCE % IN PLACE. 1;,y / 23 CONIFER 12" 24' 7753.9 80 DECIDUOUS 6" 12' 7752.8 \ SEWER-"7T;., I /// TIOi / %' 24 DECIDUOUS 12" 24' 7753.9 81 DECIDUOUS X 3 STEMS 12" 20' 7753.3 6)ELEVATIONS ARE BASED ON APPROVED CONSTRUCTION SET OF PLANS. LINE ��� `//-�/ /f APPROVED DATE OF MARCH 9,2022.PAGE 62 OF 127 YIELDING ONSITE \ TIo2 //i 25 DECIDUOUS 12" 24' 7754.0 $2 CONIFER 14" 30' 7750.4 BENCHMARKSONTHESEWERMANHOLELIDSASSHOWN.CONTOURMTERVALB LOT 10,BLOCK2 EQUALIFOOT. RED BUTTE SUBDIVISION \ a 26 DECIDUOUS 3" 10' 7753.4 83 CONIFER 14" 30' 77524NOTAPART OT104 27 CONIFER 14" 30' 7753.9 84 CONIFER 3O" 4O' T/53.2 ])THESETBACKSSHOWNHEREONAREBASEDAPPROVEDCONSTRUCTIONSETOF 07 PLANS.APPROVEDDATEOFMARCH9,2022.PAGE2OF127,AI01. TI6 / 28 DECIDUOUS 8" 16' 7753.8 85 CONIFER 14" 30' 7750.8 GA o I 36.3 T110 / 29 CONIFER 12" 30' 7754.3 86 CONIFER 14" 30' 7753.8 8)UTILITY LOCATIONS HAVE BEEN PROVIDE BY IGI FHART CONBTRUCTIONIN \ LINE 11,0,, Tlunox 30 DECIDUOUS 8" 16' 7753.8 87 CONIFER 14" 30' 7754,1 ASSOCIATIONWITHTHEDBEOFTHEIMPROVEMENTSURVEYPLATMTHETi' I \ APPROVED CONSTRUCTION SET OF PLANS.APPROVED DATE OF MARCH 9,2022. / 31 CONIFER 18" 30' 7753.8 88 DECIDUOUS 12" 20' 7754.3 ,/ a \ T112 }/ 32 DECIDUOUSX 25TEM5 12" 30' 7753.8 89 DECIDUOUS 8" 12' 7754.1 I0:7752.0 \ TI I3 / 33 DECIDUOUS 12" 24' 7754.8 90 CONIFER 8" 20' 7753.0 \ T'I ' / / 34 DECIDUOUS 12" 24' 7755.1 91 CONIFER 6" 12' 7753.2 AS-BUILT ENGINEERING CERTIFICATION STATEMENT: ___----- -----------\ 9 A - 35 DECIDUOUS 18" 24' 7754.9 92 CONIFER 6" 12' 7753.2 R ss \ , DRAINAGE SYSTEM 36 CONIFER 14" 24' 7753.5 93 CONIFER 6" 12' 7753.5 SEE SHEET 2 FOR I,THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER,CERTIFY ° CO DETAILS 37 CONIFER 14" 24' 7753.8 94 CONIFER 6" 12' 7753.2 THAT I HAVE INSPECTED THE AS-BUILT SURVEY DATA FOR PROJECT SITE: CHISEL"X" � RAMPOLIN• 1315 SAGE COURT AND HAVE CONCLUDED THAT THE PROPERTY WILL 7T� Tao 126 38 DECIDUOUSX2STEMS 24" 24' 7753.8 95 DECIDUOUS 8" 16' 7753.8 DRAIN ApEQUATELYMcoNFORMANCE WITH THE DRAINAGE PLAN 'AO IN CONCRETE 117752.E t+ / PROPERTY DESCRIPTIONSUBMITTED AND APPROVED BY THE CITY ON DATE:MARCH 9,2022. 9"7,,,, ELEV:7153.65' 2s.t / 39 DECIDUOUS 12" 24' 7753.6 % DECIDUOUS 6" 12' 7754.1 - -775q.. \\ / 40 DECIDUOUS 12" 24' 7753.7 97 CONIFER 14" 30' 7754.9 "S MAILBOX T29 LOT4,BLOCK2 Lora,ELocxAREDEUTTeEueDmslONAccoRuwa llp _88 T27 RED BUTTE SUBDIVISION \ TO THH PLAT RECORDFJ)MAACH Ia,1963 AI BIRCH 41 CONIFERX25TEM$ 14" 30' 7753.2 98 CONIFER 14" 30' 7754.7 (0.1)...0.. Fi'y BOOK 2A AT EKHR 28fl. BY:JAY ENGSTROM DATE: 11/06/2023 \ DITCH BOOK 2A PAGE 288 �. {iE$•`• f I 42,412 SQ.FT. 42 CONIFER 14" 30' 7753.1 99 CONIFER 14" 30' 7755.0 c.,.yQy, 9'i.�p LOT 9,BLOCK 2COUNTY OP MEIN,STATE OF COLORADO PE LICENSE NO.55942 RED BUTTE SUBDIVISION .I zx \\\\\\ >s os]a ACRES 43 CONIFER 24" 24' 7751.4 100 CONIFER 3" 10' 7755.3 55942 NOT A PART / T25 \ 9 ZONING:R-30 / 44 DECIDUOUS X 2 STEMS 12" 24' 7754.3 101 CONIFER 6" 16' 7755.2 c :? \ y 45 DECIDUOUSX25TEM$ 12" 24' 7755.1 102 CONIFER 18" 40' 7755.2 hy \ n 46 DECIDUOUS X 2 STEMS 12" 24' 7755.1 103 CONIFER 18" 30' 7755.3 /ONAL I I 10'SIDE SETBACK 47 DECIDUOUS 24" 30' 7754.7 104 CONIFER 12" 30' 7755.2 R sEENOTE7 48 DECIDUOUS 8" 20' 7750.7 105 DECIDUOUS 6" 12' 7755.2 / 49 DECIDUOUS 12" 20' 7750.8 106 CONIFER 12" 20' 7755.0 AS-BUILT SURVEY CERTIFICATION STATEMENT: 122 / 50 DECIDUOUS 12" 20' 7751.1 107 DECIDUOUS 8" 12' 7755.1 RIM I,THE UNDERSIGNED REGISTERED LAND SURVEYOR,HEREBY CERTIFY THAT THE ELEVATION T21 51 DECIDUOUS 8" 20' 7750.7 30$ DECIDUOUS 8" lY 7755.1 ELEVATIONS,GRADING AND DRAINAGE FEATURES SHOWN ON THE PROPERTY 7754.81' zr� / 3 52 DECIDUOUS 24" 50' 7751.3 109 DECIDUOUS 6" 12' 77$$.j DESCRIBED AS:1315 SAGE COURT,WERE DEVELOPED FROM SURVEYING THE SEE oTE I $ 53 DECIDUOUS 6" 12' 7751.0 110 DECIDUOUS 12" 20' 7755.2 PROPERTY ON THE DATE OF OCTOBER,2023 AND ACCURATELY DEPICT THE FOUND NO. UQ ELEVATIONS EXISTING DURING THE SURVEY.THE ELEVATIONS MAY CHANGE \ REBAR WITH 1.25" / 02 5 LOT s,BLOCK 54 DECIDUOUS $" 16' 7750.E 111 DECIDUOUS 12" 20' 7755.3 SUBSEQUENT TO THE SURVEY DUE TO SUBSIDENCE,UPHEAVAL,EROSION,ACTS OF RED PLASTIC CAP, 4 RED BUTTE SUBDIVISION MAN OR OTHER FACTORS.THEREFORE,THIS CERTIFICATE MAY NOT ACCURATELY L.S. 0.33638 TIS T 6 / / $' NOTAPART 55 DECIDUOUS 8" 16' 7751.4 112 CONIFER 30" 40' 7755.6 DEPICT ELEVATIONS,GRADING AND DRAINAGE PATTERN AFTER THE DATE OF THE EL '7156.6' TI4 ¢� 56 DECIDUOUS 8" 16' 7751.1 113 DECIDUOUS 3" 10' 7754.$ SURVEY.EASEMENTS ARE SHOWN PER THE PLAT UNLESS NOTED OTHERWISE.NO T 10 TI 34, TI R TI7 - / 300QPART OP THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN AS DEFINED BY PBMA, 57 DECIDUOUS 8" 16' 7750.E EXCEPT AS NOTED.ERROR OF CLOSURE FOR THIS IMPROVEM J SURVEY PLAT IS / 1 =\ f LESS THAN I:15,000. J•00 ''�i��� 'C9 1°4711 6 �201 #0 JP)10 L/C-♦, \ \ . © CURVE TABLE ELEC METER 1 \ T2 .e PEDESTAL.14 AND rx 93 T5 ,W CURVE NO. ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH TAAVIS J.KAISER, `0 38294 COLORADO P.L.S.NO.38294 TRhNSNFORMER(•IC ^ �Po'lL T4,1 FOUND NO.5 T3 REBAR WITH 1.25" C2 124.23' 1243.26'CI 214.96' 60.U0 118°3TSl" NIS°50'S5"W 103.20' FOR,AND ON BEHALF OF DRAKE CONSULTING,IN i==.'OVA/04�/2P3'S'/'''1P' LOU 7,BLOCK 2 I \ \ :p9 L T RED PLASTIC CAP, RED BUTTE SUBDIVISION \ '61 6% L.S.NO.33638 ELEV:7151.05' 8 NOT A PART 17iLEC0 Drawn By: PEDESTAL 9 ELEV:7156.65. i NO. Date Revision By Project NO. I �' . Drake Consulting, Inc. y:JGIGLEHART CONSTRUCTION ' LOT 6,BLOCK 2 •, 15'UTILITY 2ASEAGNT CSTCKFO By: DITCH BOOK 2A,PAGE za8 1315 SAGE COURT,ASPEN CO 81611 23034 RED BUTTE SUBDIVISION \ " w GRAPHIC SCALE NGTA PART " Land SurveyingTlx P9 w° \ LOT 4,BLOCK 2 M I DO Li;i' o 11 " Phone 970-987-1389 Dam: RED BU11'h SUBDIVISION =E:A,7011.1=E7gLTOZZO.C.,,,Z,Z.MITT COMMENCE ANY LguttCTTION DISCOVER SUCH DEFECT.IN NO EVENT MAY ANY ACTION BASED UPON PM DEFECT Fax 970-360-1001 11/04//2023 THIS SURVEY BE COMMENCED MORE CITY OF ASPEN ( IN FEET) Computer File: 1 OF 2 UPS#11 . CITY OF ASPEN www.DrakeConsultin CO CERTIFICATION SHOWN HEREON THANTENYEARS FROM THE DATEOFTHE \ 14 ces#10 1 inch 20 It. g• 23034 CITY OF ASPEN GRADING AND DRAINAGE CERTIFICATE E V:51.4]' 1315 SAGE COURT INV .> .1, ELEV:5143' - --._ LOT 4,BLOCK 2,RED BUTTE SUBDIVISION 7,' INTO 4"DRAIN 7,, % ACCORDING TO THE PLAT RECORDED MARCH 18, 1963 IN DITCH BOOK 2A AT PAGE 288 \TYP.) 4, �,v� / ��i� K975P.A�) COUNTY OF PITKIN, STATE OF COLORADO eLEv:s2.3' INV / / ii>�f71 \ ROOF DRAIN / INTO 4"PVC \ TYP.) 1315 SAGE COURT K7753,27') \ / WOOD FRAMED HOUSE 0/-LIGHT LANDSCAPE ] .84' LIGHT(TYP.) • DRYWELL I 96' \ INV83' S2.83'59' "' INV NE:4' ` 9.1' 0 \��. INV NE:.5' ,.]754.25') V SUMP:47.5' N I4.4' Jf BTM:46.09' K7753.52')^ bXiX ROOF D'.• \ ROOF DRAIN ` "DRAM INTO4"PV ,Js's s. RIDGE: INTO 4"PVC RIM (TYP.) 7780.5' \ (TYP.) J,Y INV N:50.54' s • CY. INV:51.21' \ INV 5:50.50' K7754.70'') $7 ^4 INV E:50.60' \\\ INV W:50.64' o BTM:49.96' S.T 6 y` 2 i/IF4l.D n yl -- - \ (6 PIP \ 2 FF:7755.3' S \- - (TYe.) wok m 6qE �,c�p a� • sb � ,\�7SS ` AS-BUILT ENGINEERING CERTIFICATION STATEMENT: '�r�TRENCH DRAM /" CP j1P ROOF DRAIN �C 5.16'1 (-- RIM:52.7' % I,THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER,CERTIFY INV:51.85' /w INTO 4"PVC AS ELL THAT I HAVE INSPECTED THE AS-BUILT SURVEY DATA FOR PROJECT SITE: 'I\ BEND IN PIPE:50.75' \ RATE RECEPTACLE RIM.5.2' 1315 SAGE COURT AND HAVE CONCLUDED THAT THE PROPERTY WILL a �a /RIM ELEV:54.4' r7754.24' 6"INV NW:50.99. DRAIN ADEQUATELY IN CONFORMANCE WITH THE DRAINAGE PLAN VVV INV ELEV:51.74' I \ 6"INV SE:50.99' SUBMITTED AND APPROVED BY THE CITY ON DATE:MARCH 9,2022. 47754.0e7 ' / �. SUMP: M47z78 _�.�..�myh5ltl ^h / C,PAT O� BY:JAY ENGSTROM DATE: 11/06/2023 N;O�DO L...11.,/ \ \ " /�VERHANO PE LICENSE NO.55942 U r�`c /4 (TYP) STONE )))• ; $5942 j • \ ^' / PATIO /Jai,-S CONCRETE INV NW 5196. T!/1 4 / C� - •• \ DRIVE TB INV rtIII ZONAL O� • ROOF DRAIN FF:77563.. /�� � >;S 1111 INT04"PVC (TYP.) / \ GRATES' 2.0' FF:7754.6' / \ RIM ELEV:54.4' SEWER m / '"PVC � , -ONCRBTB INV ELEV:52.0' LIDS '�• RISER ''TIO / \ 6°DRAIN n _RISERC RIM ELEV:54.38' /-• �y RISER INV ELEV:52.6' FP:7754.5' 7,0, �� OVFYHGNG� / -, K ® OO4N, X ¢� 1 �a AS-BUILT SURVEY CERTIFICATION STATEMENT: 7. 4 MV NE:52.15' I,THE UNDERSIGNED REGISTERED LAND SURVEYOR HEREBY CERTIFY THAT THE \ • 6 " . IPR'S:52.36' ELEVATIONS,GRADING AND DRAINAGE FEATURES SHOWN ON THE PROPERTY \ SEWER�J6/. - 5 BTM:51.47' DESCRIBED A8:1315 SAGE COURT,WERE DEVELOPED FROM SURVEYING THE LID PROPERTY ON THE DATE OF OCTOBER,2023 AND ACCURATELY DEPICT THE ti") / VAULT ELEVATIONS EXISTING DURING THE SURVEY.THE ELEVATIONS MAY CHANGE i157'42) RIDGE: \ SUBSEQUENT TO THE SURVEY DUE TO SUBSIDENCE,UPHEAVAL,EROSION,ACTS OF - m ]]80.1' MAN OR OTHER FACTORS.THEREFORE,THIS CERTIFICATE MAY NOT ACCURATELY FF:7754.4' K7754.26') DEPICT ELEVATIONS,GRADING AND DRAINAGE PATTERN AFTER THE DATE OF THE \/ CONCRETE SURVEY.EASEMENTS ARE SHOWN PER THE PLAT UNLESS NOTED OTHERWISE.NO -\ \ PART OF THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN AS DEFINED BY FEMA, s PATIO ' EXCEPT AS NOTED.ERROR OF CLOSURE FOR THIS IMPROVEMENT SURVEY PLAT IS • LESS THAN 1:15,000. ''/44 • 4 \ �i 0 L C GARAGE RIM:53.8' ���sP \ 24, -,.. \ 'DRAIN INV NE:52.16' 0 0 S 9 'T_ \ t? RM1:54.1. INV 20. INV W:52.20. kt BTM:7743.9' BTM:51.46' TRAVIS I.KAISER, 1 A 38294 Kn5\\. ,.. 1) COLORADO P.L.S.NO.38294 I� C / \ FOR AND ON BEHALF OF DRAKE CONSULTING,INC.%F 11/04/23 0.1� \\ 11tENCH DRAM \ \ FP:7754.5'.. • WINDOWTE WELL 4i�0NAI LAND gJ�4''' \ RIM ELEV:53.8' 97 TOP:7754.4' � � 1 K7753.809 INV IN ELVE:52.95' ti ROOF DRAIN ROOF DRAIN BEND IN PIPE ELEV:51.65' INTO 4"„INC /CONCRETH INTO 4"P\'C (TYP.) ®, PATIO _________y INV NE:52.2' ELECTRIC ROOF DRAIN INV S:52.21' PANEL \ `P' INTO 4"PVC ) BTM:51.54' LEGEND \ `• (TTP) INV E:52.23' \\ #n53 99'> ,^A INV NEs2.28' SYMBOL HATCHING INV W:52.15. „. \\ �C%7534T BTM:51.59' TELE.PEDESTAL O YYFRXF4` /-- AS K7753.76.)4U'. 'INVE:52.36' ELECTRIC PEDESTAL E WATER SHUTOFF WOOD P \. RECEPTACL INV NE:52.43' CONCRETE `�\ INV W:52.40. GAS METER 'o // DECK 1 • • BTM:51.75' SPOT ELEVATION 0000.0'O INV NE:52.50' NO.5 REBAR&1.25" INV W:52.54' PLASTIC CAP L.S.NO.38294 QO '�.' \ INV S:5241' TO BE SET BTM:51.86 LINE TREE GRAPHIC SCALE \\..... FOUNDATION DRYWELL BOUNDARY LINE o RIM ELEV:53.7' BOUNDARY ADJOINER •i0 o , 10 20 w - - - - - 4"INV N:46.6' FENCE LINE x EDGE OF ASPHALT CONIFER - \ D 4"INV NW:39.6" EASEMENT LINE INV ELEV:4L21' - w BTM:34.0' BUILDING ( IN FEET) INV NE:52.61' CONCRETE INV NW:52.57 ) BUILDING OVERHANG 1 inch= 10 ft. BTM:51.98' \ Jf WATER UNDERGROUND ROUNDINE ELECTRIC .0 SEWER LINE DECIDUOUS GAS LINE Drawn By. Na Date Revision By Project NO. Drake Consulting, Inc. JG JOHNSON REV.TRUST Checked By: 1315 SAGE COURT,ASPEN CO 81611 23034 Land Surveying TJK LOT 4,BLOCK 2 Phone 970-987-1389 Dam: Fax 970-360-1001 11/04/2023 RED BU1TE SUBDIVISION MOD UPON ANT DEFECT IN THIS SURVEY WITHIN THUMP..AFTER YOU FIRST Computer File:NOTICE:ACCORDING TO COLORADO LAW,YOU MUST COMMENCE ANT LEGAL ACTION DISCOVER SUCH DEFECT.IN NO EVENT MAY ANY ACTION 2 OF 2 SURVEY'BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE TM www.DrakeConsulting.CO 23034