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HomeMy WebLinkAboutFile Documents.1315 Sage Ct.0082-2021-BRES (4) VALVEA PR--<j \ CITY OF ASPEN GRADING AND DRAINAGE CERTIFICATE off;•~'° � ` �ALP�a4.� I- EWER 1315 SAGE COURT "` MANHOLEx ' �I 1 - :_,._.;._:,..,_.;:::::::,,,,\_:,,,ii,,,,,,\.,..1,,,,,,.., _.\1/ \ LOT 4 BLOCK 2 RED BUTTE SUBDIVISION�\ > > (, � SUBJECT ACCORDING TO THE PLAT RECORDED MARCH 18, 1963 IN DITCH BOOK 2A AT PAGE 288 '. a _ PROPERTY,\ \ COUNTY OF PITKIN, STATE OF COLORADO _4g� �. a i •,, 6.- ,/ `STREETPND NO.S4 \ �� {O � °1µHU/T61 SIGNREBAR WITH /` $ //yN/�HIACK I / T60 T63 �' 1.25"YELLOW L �jF -`BUTTE NOTAPADI ISION /57 \ '162 PLASTIC CAP, \ ° •',g> 1§ 1 I' ( / / .r.T-6T59 59184 '�.� + (;. T58 4;•./ . \.,,\ ke . . ,.. lS e 10'SIDE SETBACK an a\ / f) I / SEE NOTE 7 \ A �J \\\ 15'REAR S T BACK\ "Pt,, I•J' r6a see NOTV d� itsretl'A0 •K •'-'-� A \ 13 15c" nr,.- \ / e T6Y Ts9 s �'P.P�,6o0 \ ^ �1 1- aspen va `c1 v,1 / ��. a„ Tss O kfos to Fle,ortT ���"•'- / T53 o o,G w 9Ga a 1 / 4, / 6 T7o T7N 1 2 �Iso �\ lj / / C ' T cl T:, // rd \N le C� qt. \ a11I � \ Cl ...a.r,,.`., / / 4' SATELLITE) T7a ,. \ \ {8 /� DISH T73 / 4 j$�o Tso • hb 4o6 ) :,,,,, of L��, '\ �\ \ \ TREEtl TREE TYPE TRUNK DRIP ELEVATION TREE# TREE TYPE TRUNK DRIP ELEVATION SCALEVICINITY 1 MO 01 • • DIAMETER DIAMETER DIAMETER DIAMETER ^^ -- 3 P5 N177EVAT[ON la0 / '' 1DECIDUOUS24" 20' 7755.158DECIDUOUS14" 20' 7751.1 7751.31' ^ hp 2j's4 T79 \ 2 DECIDUOUS 24" 20' 7755.E 59 DECIDUOUS 14" 20' 7750.9 NOTES: / ^^ rift-a" \ \ 3DECIDUOUS24" 20' 7755.060 DECIDUGUSX3STEMS 30" 40' 7750.0I)THIS PROPERTY IS SUBJECT TO RESERVATIONS,RESTRICTIONS,COVENANTS, o , T78 I T80 `� 4DECIDUOUS36" 6D' 7754.361DECIDUOUS4" 12' 77$1.DSETBACKS AND EASEMENTS OF RECORD,OR IN PLACE BASED ON THH PLAT OP -\ T81R2ATV& LECOM RED BUTTE SUBDIVISION,AS RECORDED RECORDED MARCH 18,1963 IN DITCH PEDESTAL 5 DECIDUOUS12" 20' 7754.062DECIDUOUS4" 12' 7750.9\ (TYP.) BOOK 2A AT PAGE 288,COUNTY OF PITKIN,STATE OF COIARADO.THIB EXISTING NI'83 \ 6 DECIDUOUS 6" 20' 7754.E 63 DECIDUOUS 4" 12' 7750.9 CONDITIONS MAP WASPREPARED WITHOUT THE BENEFIT OFATITLB FOUND NO. \ \ rs\ NC) - 7 DECIDUGU$ 6" 20' 7754.E 64 DECIDUOUS 6" 12' 77$1.89 COMMITMENST,THERSFORE EXCEPTIONS TO TITLHIJAVENOTBEENREVIEWED I T85 OR RESEARCHED BY DRANK CONSULTING INC.CORNERS FOUND IN PLACE ARE REBAR \ \ \ 8 DECIDUOUS 6" 20' 7756.9 65 DECIDUOUS 6" 12' 7752.1 SHOWN HEREON. \ �� 9 DECIDUOUS 6" 20' 7756.7 66 DECIDUOUS 18" 30' 7751.6 \ 53.3146\ Js \ N 2)THE DATE OF THIS SURVEY WAS OCTOBER,2023. IBe 10 DECIDUOUS 6" 20' 7755.5 67 DECIDUOUS 18" 30' 7752.2 2jSS \ 3 BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N3S"SI'00"E BETWEEN r87 11 DECIDOUS 12" 20' 7754.4 68 CONIFER 6" 12' 7752.3 > \ N T00 THE NORTHWEST CORNER OF THE SUBJECT LOT 4,A No.SREBAR FOUND IN \ ^ IJ� SEE PAGE2 "iii8 12 DECIDOUS 12" 20' 7754.5 69 CONIFER 24" 40' 7752.18 PLACE AND ANO.5 REBAR WITHA 1.25"YELLOW PLASTIC CAP,LS 9184,THE 10:7750 FaT FOR HOUSE �� IS) 13 DECIDUOUS 6" 20' 7754.6 70 CONIFER 24" 40' 7752.8 NORTH PROPERTY CORNER OF SUBJECT LOT a,AS SHOWN HEREON.BEARINGS ;; T91 T92ARE BASED ON THE PLAT OF BLOCK 2,RED BUTTE SUBDIVISION RECORDED Y \ DETAILS v \ 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 \ '+� w -.7255 I.y, 189 \ FOUND NO.S 15 DECIDOUS 12" 20' 7754.2 72 CONIFER 12" 16' 7752.3 HAVE ALSO BEEN REFERENCED FROM IMPROVEMENT SURVEY PLAT,PAGE 62 OF /w Ty- REBAR EARS 127,IN CONSTRUCTION SET OF PLANS APPROVED MARCH 9,2022. / (B 16 DECIDOUS 12" 20' 7754.3 73 CONIFER 18" 20' 7752.8 N33°32'40"E,O55') T96 195 .I.ya //� 17 DECIDUOUS 6" 20' 7753.6 74 CONIFER 12" 16' 7752.2 4)UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S.SURVEY II:7750.: ya / p� \ 18 DECIDUOUS 6" 20' 7753.6 75 CONIFER 18" 20' 7753.3 FEET. ,y ^^ 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 Tat \ PLAT OF BLOCK 2,RED BUTTE SUBDIVISION RECORDED MARCH 18,1963 AT DITCH -I41TalJ `; / - - 20 DECIDUOUS 18" 30' 7754.2 77 CONIFER 12" 20' 7752.4 BOOK 2A PAGE 288 AS RECEPTION NO.115085.BEARINGS HAVE ALSO BEEN \ \-.-.------. s''-g'- \ I3: �_ I�/y 21 DECIDOUS 12" 20' 7754.0 78 CONIFER 30" 40' 7753.2 REFERENCED FROM IMPROVEMENT SURVEY PLAT,PAGE 62 OF127,IN CONCRETE / TI00 22 DECIDUOUS 6" 20' 7754.3 79 DECIDUOUS 9" 20' 7750.5 CONSTRUCTION SET OF PLANS APPROVED MARCH 9,2022 AND CORNERS FOUND -.) --_- a ///I FENCE / IN PLACE. ru \ DRIVE - r101 23 CONIFER 12" 24' 7753.9 80 DECIDUOUS 6" 12' 7752.8 \ SEWER / T37 �\ ///� TIo3 / /V 24 DECIDUOUS 12" 24' 7753.9 81 DECIDUOUS X35TEM5 12" 20' 7753.3 6)ELEVATIONS ARE BASED ON APPROVED CONSTRUCTION SETGOF PLANS. LEER /,/ f/ APPROVED DATE OF MARCH 9,2022.PAGE 62 OF 127 YIELDING ONSITE / \ ` T102 t / 25 DECIDUOUS 12" 24' 7754.0 82 CONIFER 14" 30' 7750.4 BENCHMARKS ON THE SEWER MANHOLE LIDS AS SHOWN.CONTOUR INTERVALS LOT 10,BLOCK 2 / EQUAL 1 FOOTRED BUTTE SUBDIVISION > 26 DECIDUOUS 3" SO' 7753.4 83 CONIFER 14" 30' 77524NOTAPART TI04 27 CONIFER 14" 3D' 77$3.9 84 CONIFER 3D" 4D' 77$3.2 'IJTHESETBACKSSHOWNHEREONAREEASEDAPPROVEDCONSTRUCTIONBETOF T109 PLANS.APPROVED DATE OF MARCH 9,2022.PAGE 2 OF 127,A101. / 28 DECIDUOUS 8" 16' 7753.8 85 CONIFER 14" 30' 7750.8 tiINE U I 36.3 TI10 FREE / / 29 CONIFER 12" 30' 7754.3 86 CONIFER 14" 30' 7753.8 8)UTILITY LOCATIONS HAVE BEEN PROVIDE BY IGLEHART CONSTRUCTION IN \ / \ TI08 / % 30 DECIDUOUS 8" 16' 7753.8 87 CONIFER 14" 30' 7754.1 ASSOCIATION WITH THE USE OF THE IMPROVEMENT SURVEY PLAT IN THE APPROVED CONSTRUCTION SET OF PLANS.APPROVED DATE OF MARCH 9,2022. / 31 CONIFER 18" 30' 7753.8 88 DECIDUOUS 12" 20' 7754.3 \ \ rll, rn2 '�� 32 DECIDUOUSX 25TEM5 12" 30' 7753.8 89 DECIDUOUS 8" 12' 7754.1 10:7752.0 \ / / 33 DECIDUOUS 12" 24' 7754.8 90 CONIFER 8" 20' 7753.0 \ T;I C� / 34 DECIDUOUS 12" 24' 7755.1 91 CONIFER 6" 12' 7753.2 AS-BUILT ENGINEERING CERTIFICATION STATEMENT: - --------\ 9 as A ` 35 DECIDUOUS 18" 24' 7754.9 92 CONIFER 6" 12' 7753.2 \ DRAINAGE SYSTEM 36 CONIFER 14" 24' 7753.5 93 CONIFER 6" 12' 7753.$ SEE SHEET 2 FORI,THE UN DF RS ION FD REGISTERED PROFESSIONAL ENGINEER,CERTIFY ' O 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: ) -$ RAMPOLI •/ 1315 SAGA COURT AND HAVE CONCLUDED THAT THE PROPERTY WILL CHISEL"X' 1311 S T26 38 DECIDUOUS X 25TEM5 24" 24' 7753.8 95 DECIDUOUS 8" 16' 7753.8 DRAIN ADEQUATFI.V IN CONFORMANCE WITH THE DRAINAGE,AN nN '1J0 INCONCRETE II.77521 zs1 / PROPERTY DESCRIPTION 39 DECIDUOUS 12" 24' 7753.6 96 DECIDUOUS 6" 12' 7754.1 SUBMITTED AND APPROVED BY THE CITY ON DATE:MARCH 9.zozz. .e y MAILBOX 775q \ : / / LOT 4,BLOCK x,Ben BUTTE SUBDIVISION ACCORDING 40 DECIDUOUS 12" 24' 7753.7 97 CONIFER 14" 30' 7754.9 T29 LOT 4,BLOCK 2 To THE PLAT RECORDED MARCH Ia 1963Iry DITCH Tz7 RED BUTTESUBDIVIs 28S / \ 41 CONIFER 02 STEMS 14" 30' 7753.2 98 CONIFER 14" 30' 7754.7 C� -� \ DITCH BOOK 2A PAGE 288 z BOOK SA AT PAGE zee BY' .YEN 'ROM DATE: 42412 SQ.FT 42 CONIFER 14" 30' 7753.1 99 CONIFER 14" 30' 7755.0 COUNTY OF MULL STATE OE COLORADo LOT ESUBDK2 ,LI O.5594i RED BUTTE SUBDIVISION 's �j COUNTY 43 CONIFER 24" 24' 7751.4 100 CONIFER 3" 10' 7755.3 NOT APART / T25 ' ZONING:R-30 / 44 DECIDUOUS X 2 STEMS 12" 24' 7754.3 101 CONIFER 6" 16' 7755.2 t / 45 DECIDUOUS X 2 STEMS 12" 24' 7755.1 102 CONIFER 18" 40' 7755.2 I r,a� ) ny 46 DECIDUOUS X 2 STEMS 12" 24' 7755.1 103 CONIFER 18" 30' 7755.3 I II'SIDE SETBACK 47 DECIDUOUS 24" 30' 7754.7 104 CONIFER 12" 30' 7755.2 T23 I SEE NOTE 48 DECIDUOUS 8" 20' 7750.7 105 DECIDUOUS 6" 12' 77$$.2 / 49 DECIDUOUS 12" 20' 7750.8 106 CONIFER 12" 20' 7755.0AS-BUILT SURVEY CER I ON STF _MENT: 27 / 50 DECIDUOUS 12" 20' 7751.1 107 DECIDUOUS 8" 12' 7755.1 RIMI,THE UNDERSIGNED REGISTERED LAND SI' ,EYOR,F ..-NY CERTIFY THAT THE ELEVATION 2 51 DECIDUOUS 8" 20' 77$0.7 10$ DECIDUOUS 8" 12' 77$$.1 ELEVATIONS,GRADING AND DRAINAGE .TURESS .WNI,`I THE PROPERTY 7754.81 25': 3 $2 DECIDUOUS 24" 50' 7751.3 109 DECIDUOUS 6" 12' 7755.3 DESCRIBED AS:1315 SAGE COURT,WHO' .HVELOP' FROM SU.VEYING THE UT I PROPERTY ON THE DATE OF OCTOBER,2,.23 AND -CL�ATP,LY DER'^T THE FOUND NO. SE ROE,.,0TE7 4' ; 53 DECIDUOUS 6" 12' 7751.0 110 DECIDUOUS 12" 20' 7755.2 ELEVATIONS EXISTING DURING THE SURVEY" .c ELEV,PIONSM CHANGE. \ REHAB WITH 1.25" G .4.:' LOT 5,BLOCK 2 SUBSEQUENT TO THE SURVEY DUE TO SUBSIDE.'CE,UPHEAVAL,F 3SIOr ACTS OF / RED BUTTE SUBDIVISION 54 DECIDUOUS 8" 16' 7750.E 111 DECIDUOUS 12" 20' 7755.3 Q RED PLASTIC CAP, MAN OR OTHER FACTORS.THEREFORE,THIS CER'I:SCA MAY T F ACC LATELY LS 33638 TIT Ill6 / $' NOTA PART $$ DECIDUOUS 8" 56' 77$1.4 112 CONIFER 30" 40' 77$$.6 DEPICT ELEVATIONS,GRADING AND DRAINAGE PAT,.'AFTEF HED' 3 OF THE Tla N $6 DECIDUOUS 8" 16' 77$1.1 113 DECIDUOUS 3" 1C' 77$4.$ SURVEY.EASEMENTS ARE SHOWN PER THE PLAT UNLESS NOTE OT'.cl /ISE.NO TI11 TII TI,T17 - 004 PART OF THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN AS _,,INE' 3Y FF'.A, *a / 3 57 DECIDUOUS 8" 16' 7750.6 EXCEPT AS NOTED.ERROR OF CLOSURE FOR THIS IMPROVEMENT SUR .Y'..AT IS / ti LESS THAN 1:15,000. / / N © / CURVE TABLE F.LFCT' METER u \ 12 CURVE PEDESTAL. AND H. .F. �"" CURVE NO. ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH TRAVIS I.KAISER, 9� _ N COLORADO P.L.S.NO.38294 T8ANS LER •C 2�'jy T; Cl 214.96' 1243.26' 9°54'23" S50°13'S6"E 214.69' FOR,AND ON BEHALF OF DRAKE CONSULTING,INC. C,p C2 124.23' 60.00' 118°37'51" N18°50'S5"W 103.20' `9 T4,,.,�.. LOT 7,BLOCK ♦♦L�.nv'� :,^!' FOUND No.S RED BUTTE SUBDIVISION r'rJO"F' ?, REBARWITH 1.25" NOT A PART TELECO 2 RED PLASTIC CAP, Drawn By, NO. Date RCVISIOD PEDESTAL 9p Z By Project NO. I . LS 33638 Drake Consulting, Inc. JG IGLEHART CONSTRUCTION TOT 6,FROCK 2 \ sn ls'UTILITY EASEMENT Checked By: 1315 SAGE COURT,ASPEN CO 81611 23034 RED BUTTE SUBDIVISION DITCH BOOK 2A,PACE 2sa GRAPHIC SCALE NOTA PART \ ^q'o'S' N Land SurveyingTIIC LOT 4,BLOCK 2 I e''q^ orn ` 11 Phone 970-987-1389 Dam: RED BUFI'B SUBDIVISION NOTICE ACCORDING TO COLORADO LAW.LOUSIEST COMMENCE ANY LEGAL ACTION DS L, Fax 970-360-1001 10/29/2023 BASSO UPON ANY DEFECT IN THD SURVEY WITHIN THREE YEARS AFTER YOU FIRST CITY OF ASPEN . ( IN FEET) Computer File: 1 OF 2 DISCOVER SUCH DEFECT,IN NO EVENT MAY ANY ACTION RASED ANY GPS HII . CITY OF ASPEN TH.SURVEY EEOH COMMENCED THANTE",E,RSFROMD.0A EOFTHE .4GPsk10 1 inch= 20 ft. www.DrakeConsulting.CO 23034 CITY OF ASPEN GRADING AND DRAINAGE CERTIFICATE _ INV EV:51.47' 1315 SAGE COURT ELEV: 3 LOT 4,BLOCK 2,RED BUTTE SUBDIVISION .,''' METER c 7754 .// ACCORDING TO THE PLAT RECORDED MARCH 18, 1963 IN DITCH BOOK 2A AT PAGE 288 ^^q / ni` \ 4-775424') �' COUNTY OF PITKIN, STATE OF COLORADO EW ELEV:52.3' / 4 ,3.p� / Y • \ 1.Please include a Maintenance Plan for the Drywell and associated stormwater infrastructure. \ ROOF DRAIN 2.Proved a legend/key for the survey INTO 4"PVC \ / 1315 SAGE COURT \ (TYP.) X7753.2]') 3.Elevations at corners 4.Final all Uploaded Copy must have all applicable professional stamps. \ /IIIIIIM WOOD FRAMED LANDSCAPE HOUSE LIGHT(TYP.) DRYWELL / 4.6' \ \ VS:E49'• INV / o o \ \ INV E'49.5' 0,7754 25") 9,7, 0 JJ INV NE:49.5' I .y. \s 0•� SUMP:47.5' / . ,,,,,,..4,-.- 5i�� 14.4' K175332') \ �;J BTM:4G 09' ROOF D'.- \ ROOF DRAIN Ill PVC 8 INTO 4"PVC "DRAIN 4" JJs 'b. RIDGE: ) RIM:52.60' ( ) 'T 7780.5' (T F. \ INV N:50.54' �INV:51.21' \ M INV S:50.50. ,� -YY411rr't$� y INV E:50.60' \\\ / n INV W:50b4' ¢ BTM:49.96' • sT D y ( ) t F� " X7Tsr y/ \ �,l,i_ 1 \. p ?,FF:7755.3' S �1 w 4F 0 3 ,,6 77S. ti,IF, L.d �,� " S '\ A8-BUILT ENGINEERING CERTIFICATION STATEIvff,NT: 4 TRENCH DRAIN /w CO�CPJ�' \, RIM:52.7' Qt 5.16)INTO 4"PVC / I,THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER,CERTIFY `1\\I\\1 INV:51.85' w/° pS THAT I HAVE INSPECTED THE AS-BUILT SURVEY DATA FOR PROJECT SITE: DRYWELL BEND IN PIPE:50.75' \ / IM TE RECEPTACLE RIM:53.92' 1315 SAGE COURT AND HAVE CONCLUDED THAT THE PROPERTY WILL / RRIM ELEV:54.4' - 773T,I 6"INV NW:50.99' DRAIN ADEQUATELY IN CONFORMANCE WITH THE DRAINAGE PLAN w/\ (3' SUBMITTED AND APPROVED BY THE CITY ON DATE:MARCH 9,2022. _ INV ELEV:51.74' / 6"MV SE:50.99' ---)\ \ SUMP:47.78' hp %]]5408') X]754.690 �(7756.26') BTM:47.27' I ^ / CONCRETE 7 PATIO BY:JAY NGSTROM DATE: 55.A \ TT °+ �VERHANG - PE LT JSE N, 55942 \ (TYP.) + STONE PATIO CONCRETE / / INVNW:5 \ DRIVE INV S 51.94' 111,, t..).... 4' I ROOF DRAIN FF:7756.3':. /0756.050 * BTM.51.21' INTO 4"PVC ,\ TYP.) / \ GRATES2.0' FF:7754.6' / \ RIM ELEV:54.4' SEWER • / ,ONCRETE INV ELEV:52.0' LIDS ° RISER T10 \ 6"DRAM ^' 2.5"PVC I RIM ELEV:54.38' / n ale \ R6HR _ INV ELEV:52.6' F:7754.5' 7.0 `� ` ® OVERRAN YY%i►LD a' ^. ) OOO��� ��/ AS-BUILT SURVEY CERTIFICATI STA T: / \\ (TYP.) �! q9� Y "V4 RIM:53.9' / `7'• INV NE:52.15' I,THE UNDERSIGNED REGISTERED LAND SUAVE),�R,HEREBY CER+ Y TH/`THE \ \I 6' , INV 5:52.36' ELEVATIONS,GRADING AND DRAINAGE FEATURES>"ION^;ON TN' 'ROPE Y SEWER / ,s7- BTM:51.47' DESCRIBED AS:1315SAGECOURT,WEREDEVELOPEDF,0OMSURV ,'INC" e LID _ °, PROPERTY ON THE DATE OF OCTOBER,2023 AND ACCURATELY 'I�,T' 1)' VAULT ELEVATIONS EXISTING DURING THE SURVEY.THE ELEVATION .AY CI .NGP RIDGE: /\ SUBSEQUENT TO THE SURVEY DUE TO SUBSIDENCE,UPHEAVAL,EROS], I.'.;TS OF • 7780.1' \ MAN OR OTHER FACTORS.THEREFORE,THIS CERTIFICATE MAY NOT ACCURATELY FP:7]54.4' #7754,26') DEPICT ELEVATIONS,GRADING AND DRAINAGE PATTERN AFTER THE DATE OF THE CONCRETESURVEY.EASEMENTS ARE SHOWN PER THE PLAT UNLESS NOTED OTHERWISE.NO -\ PART OF THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN AS DEFINED BY FEMA, PATIOEXCEPT AS NOTED.ERROR OF CLOSURE FOR THIS IMPROVEMEM SUR VEY PLAT IS LESSTHAN1:15,000.\ GARAGERN1:53.8'-- INVW:52.20.\ :� 6� RIM:54.1' INV 5:52.2.1\ )(-:-.--T-'7" ''-)4 INV W:5220' 4 \ BTM:7743.9' BTM:51.46' TRAVIS J.KAISER, 77\ COLORADO P.L.S.NO.38294 \ FOR,AND ON BEHALF OF DRAKE CONSULTING,INC. FF:77545' ONCRETE TRENCH DRAIN \ WINDOW WELL 0 RIMELEV:53.8' \\ 10 X7 753 J TOP:7754.4' INV IN ELVE:52.95' ROOF DRAIN 43' ROOF DRAIN , BEND IN PIPE ELEV:51.65' INTO 4"PVC N. "CONCRETE INTO 4"PVC (TYP.) B' PATIO INV NE:52.2' - ELECTRIC INV S:52.21' ROOF DRAIN '�,\ PANEL \ .� INTO 4"PVC • 1:% BTM:51.54' 1�/ rl 9 V Y� (TYP� • INVNE:52.2 3TA INV NE2.15' INV W:55.15' BTM:51.59' �B \\\ ' AS 0753.7651°1° INV E:52.36' RECEPTACLE INV W::2.40. �\ INV NE52, TM:51.75. ` /p INV NE:52.50' INV W:52.54' '% \ INV S:52.41' \ BTM:51.86' GRAPHIC SCALE \ - FOUNDATION DRYWELL RIM ELEV:53.7' I .e 0 s 10 m 40 - - - - 4"INV N:46.6' - J11 4"INV NW:39.6" 11 \ 2"INV ELEV:41.21' BTM:34.0' ( IN FEET) , INV NE:52.61'\ INV NW:52.57' J 1 inch= 10 ft. BTM:51.98' J.>< Drawn By. NO. 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 D9C RED BUFIE SUBDIVISION NOTICE:ACCORDING TO COLORADO LAW,OU MUST COMMENCE ANV LEGAL ACTION BASED UPON ANY DEFECr MTH.SURVEY WITHIN MR.YEARS AFTER YOU FIRST Fax 970-360-1001 11/01/2023 DISCOVER SUCH DEFECr INN°EVENT MAY ANY ACTION Computer File: THIS MORE THRTa VEYBECOMMEEREOM. THAN TEN YEARS FROM THE DATE OF THE www.DrakeConsulting.CO zsosa 2 OF 2