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HomeMy WebLinkAboutcoa.lu.sr.217 S 3rd St.0021.2012.ASLU0024.2012.ASLU 217/219 S. THIRD ST 2735 12 4 65 005 APPROVED SLOPE 0 Rl 0 0 THE CITY OF ASPEN City of Aspen Community Development Department CASE NUMBER 0021.2012.ASLU PARCEL ID NUMBERS 2735 12 4 65 005 PROJECTS ADDRESS 217/219 S THIRD ST PLANNER CHRIS BENDON CASE DESCRIPTION APPROVED - PRE -DEVELOPMENT SLOPE REPRESENTATIVE DATE OF FINAL ACTION 3.22.12 CLOSED BY ANGELA SCOREY ON: 3.22.12 0 • File Edit Record Navigate Form Reports Format Tab Help ©©2 .- S L" I J p I 'Vol' m _ �®yap Routing Status Fees Fee Summary Mr a n Actions Ab&=rts I Routing history Valuation j ArdVEnq J Custom Fields Sub Permits Parcels Permit type aslu Aspen Land Use I Perm OC20.2012.ASLU b -_ Address 219 S THIRD ST Aptf Suite = City ASPEN i 5tate CO zo 81611 I x Permit Information D Master permit Routing queue asluOT Applied 3I22C2C12 Z I Project 5tatusr pending Approved 9.1 i$ Description ADDMINISTRATIVE DETERMINATION REGARDING 21709 SOUTH THIRD STREET Issued I =� -NO FEES -APPROVED OPENED AND CLOSED THIS CASE FOR CHRIS BENDON Closedf Final Submitted CITY OF ASPEN Running Days Expires 3117!?013 Submitted via l Owner Last name YLPdvEST, LLC First name SUZANNE FOSTER 219 S THIRD ST ASPEN CO 81611 Phone ( Address Applicant 0 Owner is applicant? 0 Contractor is applicant? I Last name YOUNG PAUL III First name I Phone ( Cust 23638 Address i Lender Last name First name Phone () Address Displays the permit owners full address rv�__,� _,�- C_�0(3-ed Cc� S-C— AspenGold5 (server) angelas _ 1 of 1 ,, CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT ADMINISTRATIVE DETERMINATION 217/219 South Third Street taihi4�A JURISDICTION: DATE: APPROVED BY: City of Aspen February 21, 2012 ( Chris Bendon, AICP Community Development Director Purpose: The Community Development Director is issuing this Administrative Determination to accept an estimation of pre -development topography for the 217/219 South Third Street property, pursuant to Section 26.575.020 of the City of Aspen Land Use Code. Background and Review: The property contains a steep embankment along the southern portion of the property. A surveyor evaluated the site, determined the existing grade to be man-made as part of the development of the Midland Railway, and prepared an estimation of the pre -development grade for review by the Community Development Director. Prior to making a determination, the Director conferred with the City Engineer as to the evidence of the embankment being man-made and the estimation of prior grade. Determination: In accordance with the procedures, standards and limitations of Title 26, this Administrative Determination acknowledges and accepts the estimated pre -development topography prepared by professional land surveyor John Howarth February 21, 2012. This estimated topography shall be used as the basis for development allowances for this property. Attachments: Aragon email dated February 21, 2012 Howarth letter and survey dated February 21, 2012. • ti24q G �05p(x i�. No ko5. 3 �5 • • Chris Bendon From: Trish Aragon Sent: Tuesday, February 21, 2012 5:01 PM To: Chris Bendon Subject: 219 S. 3rd Chris, I have reviewed the letter and cross sections in the Howarth survey dated 2/21/12. 1 agree that the site grade appears to be affected by the railway and is not natural. I also agree with the historic grade outlined in the cross sections. I do want to say that it is hard to really tell unless borings are taken. But in general I do agree with Howarth's interpolation of historic grade. Trish Aragon, P.E. City Engineer 130 S. Galena St. Aspen, CO 81611 (970) 429-2785 0 • Feb 21, 2012 Mr. Chris Bendon, Director City of Aspen Community Development Department 130 South Galena Street Aspen, CO 81611 Dear Chris, RECEIVED FEB 21 2012 CITY OF ASPEN The purpose of this letter is to address the narrow band of steep slope that runs through the Foster property, located at 217-219 South Third Street in Aspen. My firm has prepared a survey of the Foster property that depicts both improvements and topography. I have evaluated the slope that runs east to west through the property, just to the north of what was previously the Midland Railroad right-of-way. I have examined this slope in the field. During my career as a surveyor I have also examined similar slope conditions on other properties along the Midland Railroad right-of-way as it traverses the City of Aspen. It is my conclusion that this slope is not a natural condition on this property, but rather is a man-made condition that is the result of the installation of the railroad. If you have any questions about my conclusions please do not hesitate to contact me. Sincerely, hn Howarth Aspen Survey Engineers CURVE DELTA ANGLE RAD IUS ARC CHORD CHORD BEARING C 1 3°44'52' 1441 .19' 94.27' 94.25' S 57°52'18'E 7920 7915 7910 7905 7900 7930 7925 7920 7915 7910 7905 7900 1'-20' 0 20 40 ONE FOOT CONTOURS SEE NOTES J J LU Lu w U U a OL z O � � EAST PROPERTY LINE PROFILE RECONSTRUCTED GRADE 7925 7920 7915 7910 7905 7900 7930 7925 7920 7915 7910 7905 7900 Lu I- z 3 O H RECONSTRUCTED GRADE LU Lu z_ _z J J tl � O O a cn z WEST PROPERTY LINE PROFILE r LJ J J -- 7925 -- 7920 -- 7915 -- 7910 -- 7905 -- 7900 LI z J d O m d LLJ J J z < 7920 7915 7910 7905 7900 Lu z J J J Lu U-1 Lu V U — < < O z Lu O n J H O O z < RECONSTRUCTED GRADE CENTER PROPERTY LINE PROFILE J J w w ui U U u> a o z 3 � H O H O O RECONSTRUCTED GRADE LOTS R AND S PROPERTY LINE PROFILE NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT ON THIS PLAT WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS PLAT BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HER EON. THE CERTIFICATION IS VOID IF NOT WET STAMPED WITH THE SEAL OF THE SURVEYOR. LLI z_ J n- O a r Lu J J < CENTERLINE OF OLD RAILR R.O.W. AS PER FIELD EVI • 7930 7925 7920 7915 7910 1905 7900 7930 7925 7920 7915 7910 7905 7900 /N rO rs ` 5. ? _.... rs sse S %. e�h�s� �SFo! 1 t As •� 9y . ��Fr 9s9�SFa c° °0+ ' 8 �TRO(S 1-14 / SL c'rr °Fr °'1-r sF �SpF4, lioPKrNs (7$ 00 R AV'RNUt? O' W. ) CITY MONUMENT POSITION HELD TBM 7906.8 1 BASED ON CITY OF ASPEN G`PS MONUMENT NO. 7� 1929 NGVD r74 ao A�FNUE7 O W J 19 78 BLM MONUMENT PO SITION HELD LEGEND AND NOTES 0 SET NO.4 RE -BAR WITH RED CAP LS 25947 ( ALL CORNERS) ® MANHOLE HYDRANT ❑ UTILITY BOX n SURVEY CONTROL TITLE INFORMATION FURNISHED BY: PITKIN COUNTY TITLE INC. CASE NO, PCT22148L3� DATED: JULY 3, 2008 BEARINGS BASED ON THE CITY MONUMENT AT THE NORTHWEST CORNER OF BLOCK 38 AND THE NORTHEAST CORNER OF LOT G BLOCK 25 (ALUMINIUM DISK LS 25947 IN FENCE POST) N 75°09'II'W 481.95 0 UTILITY POLE 1959 OFFICIAL MAP OF THE CITY OF ASPEN WAS USED FOR THE PREPARATION OF OF THIS PLAT CALLS IN ( ) ARE FROM THIS PLAT. THIS PLAT SHOWS THESE LOTS EXTENDING TO'THE TOWNSITE LINE 1980 APPROVED BLM SURVEY AND RESURVEY OF SECTION 12 TOWNSHIP 10 SOUTH RANGE 85 WEST ON FILE IN THE BLM OFFICE AT GLENWOOD"SPRINGS COLORADO WAS USED IN THE PREPARATION OF THIS PLAT, CALLS IN [ I FROM"THIS PLAT. THIS PROPERTY LIES IN ZONE C AS PER FEMA FIRM MAP FOR THE CITY OF ASPEN COLORADO PITKIN COUNTY COMMUNITY PANEL NO. 080143 0001 B, EFFECTIVE DATE: DECEMBER 4, 1985 TREES NOT SHOWN POSTED ADDRESS: '217 AND 219' SNOW ON GROUND AT TIME OF SURVEY 3/07 LOCATION OF CENTERLINE OF RAILROAD BASED ON FIELD EVIDENCE THIS LOCATION AGREES WITH OLD RAILROAD MAPS RR CENTERLINE RADIUS CALCULATED BY CHORD DEFINITION USING ABOVE PLATS PLATS USED 1959 OFFICAL CITY OF ASPEN CITY OF ASPEN PLAT DATED: REC. NO. 860 GUNNISON COUNTY MARCH, 25 1880 COLORADO MIDLAND RAILROAD MAP NOT RECORDED DENVER AND RIO GRANDE WESTERNMAP, BOOK 175 PAGE 630 EXHIBIT A BOOK 175 PAGE 630 WILLITS PLAT: PLAT BOOK 4, PAGE 27 RECONSTRUCTED GRADES WERE ESTABLISHED BY USING EXISTNG SLOPES AND EXCLUDING AREA DETERMINED TO BE MAN MADE, RECONSTRUCTED ELEVATIONS WERE DETERMINED BY THE PROFILES AS SHOWN. REC D FEB 2 012 CCA iN AS�Pp,% i CERTIFICATION THE UNDERSIGNED STATES THAT THE PROPERTY DESCRIBED HEREON WAS FIELD SURVEYED DURING ZAP, 2008 AND IS ACCURATE BASED ON THE FIELD EVIDENCE AS SHOWN AND THAT THERE ARE NO DISCREPANCIES OF RECORD BOUNDARY LINE CONFLICTS ENCROACHMENTS EASEMENTS OR RIGHTS OF WAY IN FIELD EVIDENCE OR KNOWN TO ME EXr,EPT AS HEREON SHOWN. UNDERGROUND UTILITIES WITH NO ABOVEGROUND APPURTENANCES ANC DOCUMENTS OF RECORD NOT SUPPLIED TO THE SURVEYOR ARE EXCEPTED. THIS SURVEY IS.VOID UNLESS WET STAMPED WITH THE SEAL OF THE SURVEYOR BELOW. SURVEY PRECISION GREATER THAN 1:10 000. JO 0 OR -MP.L.S. 25947 IMPROVEMENT RECONSTRUCTED TOPOGRAPHIC SURVEY LOTS O�P,,O.,R, AND S, BLOCK 39, CITY AND TOWNSITE OF ASPEN EXCEPTING THEREFROM THAT PORTION OF LOTS 0 P AND 0 THAT LIES SOUTH OF THE NORTHERLY BOUNDARY OF A RIGHT OF WAY DESCRIBED AS A 17�FOOT STRIP OF LAND BEING 8.5 FEET ON EACH SIDE OF A CENTERLINE OF THE COLORADO MIDLAND RAILWAY RIGHT OF WAY AND SOUTHERLY 25 FEET OF LOT R AND S AS DESCRIBED AND SHOWN IN DEED AND MAP RECORDED FEBRUARY 27, 1950 IN BOOK 175 AT PAGE 628. CONTAINING: 13�438 $0. FT. •/- (0.309 ACRES / I CITY OF ASPEN COUNTY OF PITKIN STATE OF COLORADO PREPARED BY ASPEN SURVEY ENGINEERS INC. 210 SOUTH GALENA STREET ASPEN, COLORADO 81611 PHONE/FAX (970) 925-3816 DATE JOB 5/10 362998'