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HomeMy WebLinkAboutFile Documents.134 E Bleeker St.0102-2020-BRES (6) AS BUILT SURVEY �� R 4 , �6 nr� c• \:aw,, x \ LOT S AND THE EAST 1/2 OF LOT R BLOCK 65 1 � �� Nam �p. ORIGINAL CITY AND TOWNSITE OF ASPEN �� o V ( � = , I N•tF I vir mg CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO bF 1 v n o 1 �e I `< 8 g -.RII r ; d ©©©© Oc „ ,__ 7 � � _- --ss_ reI_. N. ASP ♦� �w�tw m'T % r : ) N \-- n ass 789_ • 1 RRa sor' i�1'` :`.. s UNDERGROUND T n- ° UTII.ITIES PER ss _ ��:'�+i[J'�_�f eqo,� - _ 330 30 CIVIL PLANS TRENCHD ass %' •�= -�- yF ,F..,. AIM=7894.69' 'S �„� ��M5q ~J".. \��� Y V e" 1 TRENCH DRAIN 509 =7894.32• THEN B13 4 `� Nil .G h•��•000 yNc xo J h,., p�, FL ]894.12' 300 8 60 A _ 894,60 ALEEYB oL�s9I.o4' nowNsroi- _ G h r, � o eer � f� 1}•, c..e c� 7894.73 _ R, / _ `s.•• U e Cem #5 REBAR FOUND 20.69' TOE 65 DRAIN BIS 7893.74' nr HE Sfi6"Ib'31 W 1 92' I GjtAV W 'VSPOUT fg9411' ss a 1 g, - 1444,m @� a / CLEANOUT I ij \ q5 p Bga.b9' nRAIN Bf•® ']Bqa .59°� ^�_� s ,,i I'3�g \C\\ `'GUICh\ 1 \�`�.I. �7�7 270 90 E cxo=.7, B9 / l qn ps ABBAa� � � .I, 9X ��2.08°i 31.q,.. P.L.S.*O.37. �M' /A, y1' \\ FOUNDATION T \9 , 'l9• METER C ]894.]]' •`l/ ]89455'. 7894.03' K /�e' AsFe 'i � �...: BELOW 28 7893.89 85W Gulch'2-`11 Mm \\ : .�.'. I HEAIED R.6g • • jy.ir'pp ,1,1( 240 120 TRENCH DRAIN B9 "''"�'''���� E00� \' }•/ o STONE � 7894.46' d 7894.30' �� { "/'J'/� \\ ' AIM 7894.41' DRIVEWAY ABACK .„,..,..,, ..............�......�_ FL 7894.04' / -7894.60' WOO TWOST ` DECIDUOUS TREE / DF OAY z^BASE,SnA1P 210 150 ]s9a.4a' }i _- - 8G4o 7 VICINITY MAP I80 7894.19' / aye ° BEL 384, LTG• ` / SCALE 1"=2000' 7894.25 (� 789447 JS q� 7894.6' XIII S' GAS 789459' _/� /�, DRAIN GRATES/ / METER 'e SNOWMELT 1Alit� _�`ay RIM=7894.63' b PERVIOUS / SENSOR II=7889.7T ' CONCRETE CONCRETE I0=]889.7T GRAPHIC SCALE / WALK DOWN_5OU1 WALK �. O TO=7897T D '"D3 8.9 -- • , S DAY WELL A GAR / TWO STORY ��� R�� II(E)=7889.88' 7894.24' N WOO FRAME ilps l�� II(N)=7888.42' (IN FEET) 11 7894.18' o 7894.63' WITH ASEMENT F/s.paler II(W)=]888.22' 3 ' 134 EASTEEKER STREET.,,/ TOP 2ND=7876.03 / PROPERTY DESCRIPTION 1 inch= 10 ft. / . / �,•..�,Y ",Na 7894.60' *6' �, 5.0;, BTM 2ND=]871.i•'a '.,yy�� � LOT 5 AND THE EAST 1/2 OF LOT R,BLOCK 65,ORIGINAL CITY AND TOWNSITE OF ASPEN �� 7894.65' BUILDING I� 2ASPEN TREES / DOWNSPOUT OVERHANG l �I�+'I'I \ CITY OF ASPEN,COUNTY OF PTTKIN,STATE OF COLORADO. DRAIN Bb ',�� ]89.62' � �,�,',+ 2"BASE,fi DRIP DECIDUOUS TREE ' lit WOOD 35 , Ik 2"HASE,SD l II DECK . r 7'429 DOWNSPOUT ./'�'��� ' �i SLOT DRAIN 1 BUIDING '89J 6J v -� AIMN=789479 NEW / DRAIN B4 •/�.' �� OVERHANG G AEAiE,84 d INVN=]894 fig' ASPHALT HATCH LEGENDB LINE TYPE LEGEND a" �t / WELL /6 /stovg RIM-5=7894.78' / _v/�l��I��w 78 .70' OJ°o`Lt= / 70�.,gp. INV-5=]894.60' / OUNDARY BRICK GRAVEL AD BOUNDARY �1/ Met'�/ RAINA7 �., d 789,7894.79' 894.8c EASEMENT ���y�L�+ii��� �0�� OO o°° 7894.46' / CONCRETE SETBACK LINE / • 111- 444* �, 13 7894.33' �/ ELECTRIC et%I*"1•�\*et 0 IS S t 1 T - 7�]894.81' 7894.60' ASPHALT EDGE OF ROAD � /�TIPSit�,o N y DOWNSPOUT 19 ,�a ; 7894.88' EXISTING BUILDING '/hy/ DRAIN A8 v, y�kb�I.JB°, _ „CRATE SYMBOL LEGEND PVC DRAIN LINE DOWNSPOUT /� 41. �,/ O .'-•. / ELEC.METER p • TELEPHONE DRAIN B2 %S�l, �i�',�l LOTS AND EAST HALF 07, ® , I =7894.T WATER VALVE CABL171 E T / 7894.50' �ll,,/,I,',,l / OF LOT BLOCK 65 _ j/ i GRATE 10 LWU / ��% 500 e I =-7894.1 K GAS METER FIBER OPTIC DRAIN GRATE BI �14 ]894.]2' e b II(SW}7894.i• ,�, IRRIGATION VALVE IC RIM=7894.52' DOWNSPOUT °r er II(NE)=7893.7 D'.I �,3/ TELEPHONE FOUND MONUMENT SEWER LINE / Io=7egz.aq' OO / DRAINA5 > , J32 II(NE)=7891.7•'s/" W pN AS-BUILT ENGINEERING CERTIFICATION STATEMENT: SET MONUMENT (] WOOD �1' w II(S}-]890.84' / ELEC.TRANS. WATERLINE IO(N)=7890.8•' �o x DECK SUMP 7889.:'I' Q"'�y SEWER MANHOLE ® FENCE PERVIOUS , I �/C• I,THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER,CERTIFY THAT I HAVE 4 SPOT ELEVATIONS 0000.00' (TYPICAL) STONE n 7895.15 C INSPECTED THE AS-BUILT SURVEY DATA FOR PROJECT SITE:LOT 5 AND THE EAST 1/2 OF LOT A, AIR COND.UNIT / 7895.06 O BLOCK 65,CITY AND TOWNSITE OF ASPEN,134 EAST BLEEKER STREET AND HAVE CONCLUDED WALK I I/,� / STORM DRAIN ® Iq,2� ' ,I 7789539' r� z / BLOC.OUTLOOK /'i THAT THE PROPERTY WILL DRAIN ADEQUATELY IN CONFORMANCE WITH THE DRAINAGE CABLED PED. / PLAN SUBMITTED AND APPROVED BY THE CITY ON DATE: 02/22/24 ® 45 REBAR FOUND ®®®% � ;�7(: DRAIN GRATE Aa LIGHT \ / BELOW GROUND 9 PVC �a.iI 5i A.a I0=]89193273 I/___/___ 'A �=/•00% '•� qOO II 7891.32' BY: Jay Engstrom,P.E. DATE: 02/22/24 • Pli 589"26'01"W 3g95a c D I G BSA 'o $.6gUJCDp,,G Sg�ACK �,�' // PE LICENSE NO. 55942 ^A Cf �(]1/ 2452.65 h� Wy '5 06.7 ]:'.63' '77 PERVIOUS 6�0:F,NOc f•�d3Fs C.O.A.GPS `Y� STONE �� G.YQ 6/;.0 MONUMENT lXJ5.09•Q "�,•,//°W WALK �', #S AEBAR& / 55942 ��� CAP FOUND M�b 7895.15' - L.S.//ILLEGIBLE ,p l -i,1 NOTES: �,y 7895.i:.' 6/0 7895.16' 4.500, taw TBMEL=7894.95' Y , 1)THIS PROPERTY IS SUBJECT TO RESERVATIONS,RESTRICTIONS,COVENANTS,BUILDING f p3 d. 7895.16' 7895.42' ••'��}-S 8S So 7895.33895.11' I/ / 'SS/ONAL�- SETBACKS AND EASEMENTS OF RECORD,ORIN PLACE AND EXCEPTIONS TO TITLE SHOWN IN DE MI1UOUS TREE / THE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE,INC.,CASE NO PCT25399W3, ` Q7895.41' A'SE,4'DRIP 7895.25' _ g / DATED EFFECTIVE SEPTEMBER 30,2019. d 895.16' 2)THE DATE OF THIS SURVEY WAS DECEMBEA 06,23 AND 27,2019,APAII.06,24,2023,JANUARY 2, \ $ - 'S.3• O / FEBRUARY 12,13,AND 22,2024.SITE AND BUILDING WAS UNDER CONSTRUCTION AT TIME OF d ® d ffi9 ,a„° � a / AS-BUILT SURVEY CERTIFICATION STATEMENT: SURVEY. �, o d I•, C.O.A.GPS \_ � � ,� I,THE UNDERSIGNED REGISTERED LAND SURVEYOR,HEREBY CERTIFY THAT THE ELEVATIONS, 3)BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF 539.04'29"W BETWEEN THE MONUMENT 83 GRADING AND DRAINAGE FEATURES SHOWN ON THE PROPERTY DESCRIBED AS:LOT S AND THE NORTHEASTERLY CORNER OF LOT 5,A 85 AEBAA&CAP L.S.//ILLEGIBLE FOUND IN PLACE AND UNDERGROUND 7:9. THE SOUTHWESTERLY CORNEA OF THE EAST 1/2 OF LOT A,A 85 REBAA FOUND IN PLACE UTILITIES PER EASEBEE � /\8,�' / EAST 1/2 OF LOT R,BLOCK 65,CITY AND TOWNSITE OF ASPEN,134 EAST SLEEKER STREET WERE DEVELOPED FROM SURVEYING THE PROPERTY ON THE DATE OF DECEMBER 06,23 AND 27,20., 4)UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S.SURVEY FEET. CIVIL.PLANS 3 AS 8ER 0.ISTREE 7894�' `•1/ :94.84' / APRIL 06,24,2023,JANUARY 2,FEBRUARY 12,13,AND 22,2024 AND ACCURATELY DEPICT THE ELEVATIONS EXISTING DURING THE SURVEY.THE ELEVATIONS MAY CHANGE SUBSEQUENT TO 5 THIS SURVEY IS BASED ON THE CITY AND ORIGINAL TOWNSITE MAP OF ASPEN INTHE PTD{INTHE SURVEY DUE TO SUBSIDENCE,UPHEAVAL,EROSION,ACTS OF MAN OR OTHER FACTORS. FKALT 7894.83' 7894.98' / THEREFORE,THIS CERTIFICATE MAY NOT ACCURATELY DEPICT ELEVATIONS,GRADING AND COUNTY CLERK AND RECORDERS OFFICE AND CORNERS FOUND IN PLACE. 7894.89' p 7895.26' DRAINAGE PATTERN AFTER THE DATE OF THE SURVEY.EASEMENTS ARE SHOWN PER THE PLAT \ �( UNLESS NOTED OTHERWISE.NO PART OF THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN AS 6)ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN COLORADO • �Y DEFINED BY FEMA,EXCEPT AS NOTED.ERROR OF CLOSURE FOR THIS IMPROVEMENT SURVEY ATV AN GPS NETWORK(1988 ORTHO DATUM)YIELDING AN ON-SITE ELEVATION OF 7894.95'ON d PLAT IS LESS THAN 1:15,000. THE SOUTHEASTERLY CORNER OF LOT 5 AS SHOWN.CONTOUR INTERVAL EQUALS I FOOT. Q 7)THERE WAS APPROXIMATELY 12"OF SNOW AND ICE ON THE GROUND AT THE TIME OF a , T SURVEY IN 2019 AND 3"OF SNOW AND ICE IN 2024. '/tt/'I 8)THE ERROR IN CLOSURE FOR THIS SURVEY IS LESS THAN 1:15,000. d 1, ` 0 BY:k..::' S� ✓� : DATE_ 02/22/24 9)ACCORDING TO THE CITY OF ASPEN COMMUNITY DEVELOPMENT WEBSITE TIE SUBJECT � I SONR ,,y,P.L.. 0.53791, PROPERTY IS ZONED R-6.SETBACKS ARE AS FOLLOWS:FRONT YARD,10'PRINCIPAL BUILDINGS, 1IP. I:RYA OF 4. IS ACCESSORY BUILDINGS,REAR YARD,10'PRINCIPAL BUILDINGS,S FOR PORTION OF SURVEYING,INC..t PRINCIPAL BUILDING USED SOLELY AS A GARAGE,S FOR ACCESSORY BUILDINGS,SIDE YARD F :'JQ'�� 5 ../�N41 IC)5/i/rs 10)ACCORDING TO RECEPTION NO.351956 THE SUBJECT PROPERTY CARRIES A HISTORIC LANDMARK DESIGNATION. 11)ACCORDING TO BOOK683 PAGE 592 DEED RESTRICTION MATTERS EXIST ON THE ACCESSORY DWELLING UNIT. Survey1I /4. Drawn By, NO. Dare Revision By Project NO. hl4c, sMs 134 E BLEEKER,CO LLC �� Checked By, CITY OF ASPEN,COLORADO 19088 IllePP.O.Box 1746 Rifle,CO 81650 JRN AS BUILT SURVEY Phone(970)625-1954 DFI.T Fax(970)579-7150 FEBRUARY 22,2024 LOT S&THE E1/2 LOT R,BLOCK 65 NOTICE:ACCORDING TO COLORADO TAW,sou musr COMMENCE ANY...,ACTION www.peaksurveyinginc.com CDmpxE F11e5 134 EAST BLEEKER STREET BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT.!NM EVENT MAY ANY ACTION BASED UPON 1 OF 1 TTHIS FxnURVEYBECOME:NCO,M "" TEN EARS FROMTB:EDAM of THE TIN Since 2007 e\,, 088-AS-BUILT