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HomeMy WebLinkAboutcoa.lu.rz.540 E Main St.0045.2015 (2).ASLULOT 1 FIRST AMENDED PLAT OF LOT 1 PITKIN COUNTY CENTER SUBDIVISION PARCEL NO. 2737-073-47-851 OWNER: PITKIN COUNTY 530 E. MAIN STREET #302 ASPEN, CO 81611 Q-159 GPS CONTROL MONUMENTATION CITY OF ASPEN FOUND ILLEGIBLE CAP ON SPIKE IN WALL FOUND NO.5 REBAR & YELLOW PLASTIC CAP 1' W.C. MARKED LS 29030 TBM: 7910.51' / SMH RIM: 7910.88' / 12" PVC INV IN (W): 7904.01' 6" PVC INV IN (SW): 7903.59' / 4" PVC INV IN (NW): 7904.28' 12 PVC INV OUT (E): 7903.28' FOUND NO. 5 REBAR S09'50' 24"E 0.9' - LINE TABLE - LINE # BEARING DISTANCE L1 N75°09'11 "W 7.50' L2 N14°50'57"E 20.39' L3 N75°09'11 "W 10.10' Notice: According to Colorado Law, you must commerce any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any legal action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. RIO GRANDE\�LACE R.O.W. (PUBLIC \ FOUND BRASS PLUG M\ CONCRETE MARKED LS 28643 R n W. EAST SLEEKER N57°20'50"W I 8.64' FOUND BRASS PLUG IN CONCRETE MARKED LS 28643 ��5T25'00"E 24.' SET NO.5 REBAR & GREEN PLASTIC CAP MARKED LS 38417 CITY PROPERTY ENCROACHMENT \. AREA PLAT BOOK 80 PAGE 58 OBERMEYER PLACE CONDOMINIUMS COMMON AREA PARCEL NO. 2737-073-05-801 201 N. MILL ST #201 ASPEN, CO 81611 01\51\11� laoatJll PERMITTED BUILDING ENCROACHMENT PLAT BOOK 80 PAGE 58 SET PK NAIL & WASHER MARKED LS 38417 PERMITTED BUILDING ENCROACHMENT :PLAT BOOK 80 PAGE 58 SO4'08'00"W 67.55' SET PK NAIL & WASHER MARKED LS 38417 SMH s. RIM: 7906.02' 12" PVC INV IN (W): 7893.49' 8" PVC INV IN (W): 7902.42' . 12" PVC INV OUT (E): 7893.19' �pdBLtC W ) PEDESrRtA _ apOK 4 PAGE 442IV EIV r in' HIINTFR STRFFT Improvement Survey Plat City of Aspen Engineering Department Compliant Survey 540 E. Main Street Section 7, Township 10 South, Range 84 West.. 6th P.M. City of Aspen, Pitkin County, Colorado - LEGEND - - Found Monument as Described o — Found Monument as Described O — Set Monument as Described ❑ET — Electric Transformer R — Electric Meter EP — Electric Panel — Light Pole p — Telephone Ped — Water valve — Fire Hydrant ® — Water Meter "f — Water Shut—off 0 — PVC pipe — Sanitary Sewer Manhole ® — Cleanout ® — Gas Meter © — CAN Pedestal pD — Storm Manhole —� — Sign — Single Pole fT: 7911.00 — Finish Floor ® — Fiber Optic Pedestal Typical Tree Size Labels ~-Indicates one tree, 8"trunk (DBH) ou6us DTree —UE— Underground Electric Line UG Gas Line x Fenceline ss Sanitary Sewer Line W Water Line oT Overhead Telephone Line Underground Telephone Line F.O. Underground Fiber Optic Line - Concrete - Asphalt - Gravel Deck t I I - - Flagstone Surveyor's Certificate: I, Joshua L. Wilson, being a registered Professional Land Surveyor, licensed in the State of Colorado, do hereby certify that this is an Improvement Survey Plat as defined by CRS 38-51-102(9), resulting from a monumented land survey, showing the current location of all significant visible structures, utilities, fences, hedges, or walls situated on the described parcel and within five feet of all boundaries of such parcel, and also any visible conflicting boundary evidence or encroachments, and all easements and rights—of—way of a public or private nature that are visible, or apparent, or of record, and underground utilities described in or other sources as specified in the title commitment referenced hereon, and that this Improvement Survey Plat was prepared by SGM, on this date, May 22, 2015, based on site conditions as they existed during a field survey performed during April and May of 2015, under my direct supervision and checking and that it is true and correct to the best of my knowledge and belief. oQ. F ., DO Ll� City of Aspen 540 E. Main Street PROPERTY DESCRIPTION: AS DESCRIBED IN THE WARRANTY DEED RECORDED AS RECEPTION NO. 472856: A PARCEL OF LAND IN THE EAST ASPEN ADDITIONAL TOWNSITE ACCORDING TO THE PLAT THEREOF RECORDED AS DOCUMENT NO. 108453, DITCH BOOK 2A AT PAGE 252 OF THE REAL ESTATE RECORDS OF PITKIN COUNTY, COLORADO, BEING A PORTION OF THAT PARCEL OF LAND CONVEYED BY MAYOR'S DEED RECORDED AS RECEPTION NO. 109112 DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHERLY RIGHT OF WAY LINE FOR EAST MAIN STREET BEING THE SOUTHWEST CORNER OF THAT PARCEL OF LAND CONVEYED IN BOOK 191 AT PAGE 186 AND WHENCE THE SOUTHWEST CORNER OF BLOCK 20 EAST ASPEN ADDITIONAL TOWNSITE BEARS S 75'09'11" E 5.19 FEET; THENCE N 75'09'11" W 69.81 FEET ALONG THE NORTHERLY RIGHT OF WAY LINE FOR EAST MAIN STREET TO THE SOUTHEAST CORNER OF BLOCK 19, EAST ASPEN ADDITIONAL TOWNSITE; THENCE N 75'09'11" W 22.59 FEET ALONG THE SOUTHERLY LINE OF LOT 10, BLOCK 19, EAST ASPEN ADDITIONAL TOWNSITE TO THE SOUTHEAST CORNER OF THAT PARCEL OF LAND CONVEYED BY BOOK 197 AT PAGE 166; THENCE N 14'50'49" E 100.00 FEET ALONG THE EASTERLY LINE OF SAID BOOK 197 AT PAGE 166 TO THE NORTHERLY LINE OF LOT 10, BLOCK 19, EAST ASPEN ADDITIONAL TOWNSITE; THENCE N 75'09'11" W 7.5 FEET TO THE NORTHWEST CORNER OF SAID LOT 10, BLOCK 19, EAST ASPEN ADDITIONAL TOWNSITE; THENCE N 75'09'11" W 10.09 FEET ALONG THE SOUTH LINE OF SAID LOT 9 TO THE SOUTHEAST CORNER OF THAT PARCEL OF LAND CONVEYED IN BOOK 119 AT PAGE 126; THENCE N14'50'49"E 186.03 FEET ALONG THE EASTERLY LINE OF SAID BOOK 119 AT PAGE 126 TO A NO.5 REBAR IN PLACE; THENCE S 61'50'02" E 24.43 FEET TO THE NORTHWEST CORNER OF THAT PARCEL OF LAND CONVEYED BY BOOK 191 AT PAGE 186; THENCE S 19'49' E 138.63 FEET ALONG THE WESTERLY LINE OF SAID BOOK 191 AT PAGE 186; THENCE S 04'08' W 67.55 FEET ALONG THE WESTERLY LINE OF SAID BOOK 119 AT PAGE 186 TO THE SOUTHWEST CORNER OF LOT 1, BLOCK 20, EAST ASPEN ADDITIONAL TOWNSITE; THENCE S 17'09'11" W 120.50 FEET ALONG THE WESTERLY LINE OF SAID BOOK 119 AT PAGE 186 TO THE POINT OF BEGINNING. The boundary described in the recorded legal description for said parcel at Reception No. 472856 contains errors and omissions which cause a mis—closure in the boundary. The boundary shown hereon relies on adjoining legal descriptions and plats described hereon to account for said errors, arriving at the Resulting Legal Description, which has a mathematical closure of less than 1:15,000. RESULTING LEGAL DESCRIPTION A PARCEL OF LAND IN THE EAST ASPEN ADDITIONAL TOWNSITE ACCORDING TO THE PLAT THEREOF RECORDED AS DOCUMENT NO. 108453, DITCH BOOK 2A AT PAGE 252 OF THE REAL ESTATE RECORDS OF PITKIN COUNTY, COLORADO, BEING A PORTION OF THAT PARCEL OF LAND CONVEYED BY MAYOR'S DEED RECORDED AS RECEPTION NO. 109112 DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHERLY RIGHT OF WAY LINE FOR EAST MAIN STREET BEING THE SOUTHWEST CORNER OF BLOCK 20 EAST ASPEN ADDITIONAL TOWNSITE, ALSO BEING THE SOUTHWEST CORNER OF THE CONCEPT 600 CONDOMINIUMS AS SHOWN IN PLAT BOOK 4, PAGE 383 AND PLAT BOOK 4, PAGE 442; THENCE N 75'09'11" W A DISTANCE OF 97.60 FEET ALONG THE NORTHERLY RIGHT OF WAY LINE FOR EAST MAIN STREET TO A POINT WHICH BEARS S75'09'11E A DISTANCE OF 7.5 FEET FROM THE SOUTHWEST CORNER OF LOT 10, BLOCK 19, EAST ASPEN ADDITIONAL TOWNSITE; THENCE N 14'50'49" E A DISTANCE OF 100.00 FEET ALONG A LINE 7.5 FEET EAST AND PARALLEL TO THE WESTERLY LINE OF SAID LOT 10, TO THE NORTH LINE OF LOT 10, BLOCK 19, EAST ASPEN ADDITIONAL TOWNSITE; THENCE N 75'09'11" W A DISTANCE OF 7.5 FEET ALONG SAID LINE TO THE NORTHWEST CORNER OF SAID LOT 10, BLOCK 19, EAST ASPEN ADDITIONAL TOWNSITE; THENCE N14'50'57"E A DISTANCE OF 20.39 FEET TO A POINT ON THE SOUTH LINE OF LOT 9, BLOCK 19, EAST ASPEN ADDITIONAL TOWNSITE; THENCE N 75'09'11" A DISTANCE OF W 10.10 FEET ALONG THE SOUTH LINE OF SAID LOT 9 TO AN ANGLE POINT OF LOT 1, FIRST AMENDED PITKIN COUNTY CENTER SUBDIVISION AS SHOWN IN PLAT BOOK 93, PAGE 57; THENCE N14'50'49"E A DISTANCE OF 188.06 FEET ALONG THE EASTERLY LINE OF SAID LOT 1, FIRST AMENDED PITKIN COUNTY SUBDIVISION TO AN ANGLE POINT IN SAID LOT 1, ALSO BEING AN ANGLE POINT IN THE BOUNDARY OF OBERMEYER PLACE CONDOMINIUMS AS SHOWN IN PLAT BOOK 80, PAGE 57; THENCE ALONG SAID BOUNDARY THE FOLLOWING THREE (3) COURSES S 57'25'00" E A DISTANCE OF 24.94 FEET TO AN ANGLE POINT IN SAID OBERMEYER CONDOMINIUMS BOUNDARY, THENCE S 19'49'00" E A DISTANCE OF 138.72 FEET TO AN ANGLE POINT IN SAID OBERMEYER CONDOMINIUMS BOUNDARY; THENCE S 04'08'00" W A DISTANCE OF 67.55 FEET TO AN ANGLE POINT IN SAID OBERMEYER CONDOMINIUMS BOUNDARY, ALSO BEING THE SOUTHWEST CORNER OF LOT 1, BLOCK 20, EAST ASPEN ADDITIONAL TOWNSITE, ALSO BEING THE NORTH WEST CORNER OF SAID CONCEPT 600 CONDOMINIUMS ; THENCE S 14'50'49" W A DISTANCE OF 120.39 FEET ALONG THE WEST LINE OF SAID CONCEPT 600 CONDOMINIUMS TO THE POINT OF BEGINNING, SAID PARCEL CONTAINING 0.607 ACRES MORE OR LESS. NOTES: 1. Basis of Bearings: Bearings shown hereon are based on a bearing of N14'50'49"E along the west line of said parcel, between corners being monumented as shown hereon. 2. This map has been prepared pursuant to client request for a City of Aspen Engineering Department Compliant Survey. 3. Date of field survey : April and May, 2015 4. Units of linear measurements are displayed in US Survey Feet. 5. Datum and Contour Interval: NAVD 88 elevation of 7911.98 on NGS Monument Q-159, City of Aspen Control Monumentation, carried over to a site benchmark of 7910.51' as shown hereon. 6. SGM will not be responsible for any changes made to this document after it leaves our possession. Any copy, facsimile, etc., of this document must be compared to the original signed, sealed and dated document to insure the accuracy of the information shown on any such copy, and to insure that no such changes have been made. 7. Any subsurface utilities not shown, were not marked by appropriate utility companies at the time of this survey and therefore may not be shown hereon. Client/contractor must contact specific utility companies to verify both the location and depth of respective utilities. Additional surveying work may be required to show any such subsurface utility locations on this drawing. SGM will not be responsible for protection of subsurface utilities not marked on the ground at the time of this survey. 8. Fences shown hereon, are for reference only, and do not necessarily indicate limits of ownership. 9. This property may be subject to apparent easements for existing utilities. 10. Based solely upon the flood insurance rate map Community Panel No. 08097cO204 C, Dated June 4, 1987, prepared by the Federal Emergency Management Agency, the subject property is designated as being situated in Zone X, "Areas determined to be outside 500—year floodplain". 11. Based solely upon Figure ES -5 of the 2001 surface drainage master plan, this property is not situated within any of the potential geologic hazards areas depicted thereon. 12. The property shown hereon is subject to all easements, rights—of—way, building setbacks or other restrictions of record, as such items may affect this property. This survey does not represent a title search by this surveyor to determine ownership or to discover easements or other encumbrances of record. All information pertaining to ownership, easement and other encumbrances of record has been taken from the Ownership & Encumbrance Report issued by Title Company of the Rockies, Order No. 0704630&E, having an effective date of May 5, 2015. 13. Every attempt has been made to show all easements, rights—of—way, etc. referred to in the Schedule B2 Exceptions recited in said title insurance policy. Some such items may not be shown if they are standard title commitment exceptions, or if not sufficiently described in recorded documents to be shown graphically, or if they are situated on adjacent properties, or if they affect the property in general, etc. In regard to Schedule B, Section 2 of said Title Commitment: • Easement for utilities. (Affects subject property and to the extent possible is shown hereon.) • Right of way for ditches or canals constructed by the authority of the United States as reserved in United States Patent recorded in Book 185 at Page 69. (May affect subject parcel but cannot be graphically depicted.) • Easement granted to Aspen Metropolitan Sanitation District as set forth in Quit Claim Deed of Easement recorded in Book 264 at Page 857. (Affects subject property as shown hereon.) Improvement Survey Plat Job No. 2015-352.001 Revision m - Date: 05/22/2015 Approved: - reb Improvement Survey Plat Job No. 2015-352.001 1 Of 1 Drawn by: ilw Date: 05/22/2015 Approved: - reb F iWA_BuildingReplacement_Zupancis_Record