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Home My WebLink About828-810CITY ENGINEER'S REVIEW THIS PLAT WAS REVIEWED FOR THE DEPICTION OF THE ENGINEERING DEPARTMENT SURVEY REQUIREMENTS THIS _ DAY OF F.. C, 2013. CI E GINEER NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION '.BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 L0 /v r GPS -6 CENTERLINE OF S. GARMISCH ST. & E. HOPKINS AVE GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft VICINITY MAP SCALE: 1" = 2000' BOUNDARY NOTE 1. THE ONLY BLOCK 59 PROPERTY CORNER MONUMENTS FOUND FOR THIS SURVEY WERE THE TWO #5 REBAR & PLASTIC CAPS L.S. #12707 MONUMENTING THE NORTHWEST CORNER OF LOT A AND THE NORTHEAST CORNER OF LOT B. BOUNDARY CONTROL LOCATION WORK WAS EXPANDED TO INCLUDE BLOCK 58. THE FOUND BLOCK 58 MONUMENTS IDENTIFIED IN SURVEY NOTE 3 WERE FOUND TO BE CONSISTENT WITH THE BLOCK 59 MONUMENTS. PLAT NOTES 1. PER CITY COUNCIL ORDINANCE NO. 31 SERIES OF 2013 "NO FURTHER SUBDIVISION MAY BE GRANTED FOR THESE LOTS NOR WILL ADDITIONAL UNITS BE BUILT WITHOUT RECEIPT OF APPLICABLE APPROVALS PURSUANT TO THE PROVISIONS OF THE LAND USE CODE IN EFFECT AT THE TIME OF APPLICATION." 2. PER CITY COUNCIL ORDINANCE NO. 31 SERIES OF 2013 "ALL NEW DEVELOPMENT ON THE LOTS WILL CONFORM TO THE DIMENSIONAL REQUIREMENTS OF THE MU ZONE DISTRICT, EXCEPT THE VARIANCES APPROVED BY THE HPC." 3. PER CITY COUNCIL ORDINANCE NO. 31 SERIES OF 2013 "THE MAXIMUM FLOOR AREA ALLOWED ON LOT 1, A 3,000 SQUARE FOOT LOT, AND LOT 2, A 3,000 SQUARE FOOT LOT, SHALL BE ACCORDING TO THE ZONING IN PLACE AT THE TIME OF DEVELOPMENT." 4. PER HISTORIC PRESERVATION COMMISSION RESOLUTION NO. 23, SERIES OF 2013, THE ROOF ON THE EAST PORCH MUST BE REMOVED PRIOR TO EXECUTION OF THIS PLAT. 5. PER HISTORIC PRESERVATION COMMISSION RESOLUTION NO. 23, SERIES OF 2013, A VARIANCE WAS AWARDED TO ALLOW A 3 FOOT SIDE YARD SETBACK ALONG THE EAST SIDE OF THE VICTORIAN HOME LOCATED ON LOT 1. SURVEYOR'S CERTIFICATE I, MARK S. BECKLER, A REGISTERED LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS HISTORIC LOT SPLIT PLAT OF 125 W. MAIN STEET, AS LAID OUT, PLATTED, DEDICATED AN REON; THAT THE SAME IS BASED ON FIELD SURVEYS PERFORMED UNDER MY SUPERVISION; THAT THIS MEETS THE REQUIREMENTS OF A LAND V Y P ETW CRS SECTION 38 -51 -106; THE CONTROL PRECISION IS GREATER THAN 1 IN 15,000. BFI �Fp� DATED v :� g43 A: CLERK AND RECORDER'S ACCEPTANCE THIS HISTORIC LANDMARK LOT SPLIT OF 125 W. MAIN STREET, WAS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF THE COUNTY OF PITKIN, STATE OF COLORADO, AT O'CLOCK,QPM. THIS-( -DAY OFr4!.0)f i2013 IN BOOK NO. us, PAGE NO.Sz –AND RECEPTION NO. �l COUNTY CLERK AND RECORDER NOTES 1. DATE OF FIELD WORK: APRIL 16, 2013. 2. DATE OF PREPARATION: MAY, JUNE AND SEPTEMBER - OCTOBER, 2013. 3. BASIS OF BEARING: A BEARING OF N 38 °05'44" W ESTABLISHED BY GPS OBSERVATIONS 7ETREBARP BETWEEN NGS MONUMENTS 5 -159 & Q -159 UTILIZING THE CITY OF ASPEN CONTROL MONUMENTATION MAP, PREPARED BY MARCIN ENGINEERING LLC, DATED DECEMBER 2, SC 2009, THIS ESTABLISHED A SITE BEARING BASE OF S 74 °15'43" E BETWEEN THE SOUTHWEST CA �_ &C CA L.S. #za6a3 CORNER OF BLOCK 58, MONUMENTED BY A FOUND #5 REBAR & PLASTIC CAP L.S. #25947 AND THE SOUTHEAST CORNER OF BLOCK 58, MONUMENTED BY AN "X" IN CONCRETE. THE ASPEN TOWNSITE BLOCK BEARINGS IS 75 °09'11" E AND S 14 °50'49" W) HAVE BEEN ROTATED 0 °53'28" CLOCKWISE, TO BE CONSISTENT WITH THE PROJECT BASIS OF BEARING. top � 4. BASIS OF SURVEY: THE OFFICIAL MAP OF THE CITY OF ASPEN, PREPARED BY G.E. BUCHANAN, DATED DECEMBER 15, 1959, CITY OF ASPEN GPS CONTROL MONUMENTATION MAP PREPARED BY MARCIN ENGINEERING LLC, DATED DECEMBER 2, 2009, THE IMPROVEMENT SURVEY PLAT PREPARED BY SOPRIS ENGINEERING, WITH A DATE OF APRIL 16, 2013, VARIOUS tOl F DOCUMENTS OF RECORD, AND THE FOUND MONUMENTS, AS SHOWN. 5. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND /OR TITLE OF RECORD, SE RELIED UPON THE ABOVE SAID PLATS DESCRIBED IN NOTE 4, AND THE TITLE COMMITMENT PREPARED BY TITLE COMPANY OF THE ROCKIES -ASPEN DIVISION, FILE NUMBER 0703914 -C, EFFECTIVE DATE OF FEBRUARY 25, 2013. BOUNDARY NOTE 1. THE ONLY BLOCK 59 PROPERTY CORNER MONUMENTS FOUND FOR THIS SURVEY WERE THE TWO #5 REBAR & PLASTIC CAPS L.S. #12707 MONUMENTING THE NORTHWEST CORNER OF LOT A AND THE NORTHEAST CORNER OF LOT B. BOUNDARY CONTROL LOCATION WORK WAS EXPANDED TO INCLUDE BLOCK 58. THE FOUND BLOCK 58 MONUMENTS IDENTIFIED IN SURVEY NOTE 3 WERE FOUND TO BE CONSISTENT WITH THE BLOCK 59 MONUMENTS. PLAT NOTES 1. PER CITY COUNCIL ORDINANCE NO. 31 SERIES OF 2013 "NO FURTHER SUBDIVISION MAY BE GRANTED FOR THESE LOTS NOR WILL ADDITIONAL UNITS BE BUILT WITHOUT RECEIPT OF APPLICABLE APPROVALS PURSUANT TO THE PROVISIONS OF THE LAND USE CODE IN EFFECT AT THE TIME OF APPLICATION." 2. PER CITY COUNCIL ORDINANCE NO. 31 SERIES OF 2013 "ALL NEW DEVELOPMENT ON THE LOTS WILL CONFORM TO THE DIMENSIONAL REQUIREMENTS OF THE MU ZONE DISTRICT, EXCEPT THE VARIANCES APPROVED BY THE HPC." 3. PER CITY COUNCIL ORDINANCE NO. 31 SERIES OF 2013 "THE MAXIMUM FLOOR AREA ALLOWED ON LOT 1, A 3,000 SQUARE FOOT LOT, AND LOT 2, A 3,000 SQUARE FOOT LOT, SHALL BE ACCORDING TO THE ZONING IN PLACE AT THE TIME OF DEVELOPMENT." 4. PER HISTORIC PRESERVATION COMMISSION RESOLUTION NO. 23, SERIES OF 2013, THE ROOF ON THE EAST PORCH MUST BE REMOVED PRIOR TO EXECUTION OF THIS PLAT. 5. PER HISTORIC PRESERVATION COMMISSION RESOLUTION NO. 23, SERIES OF 2013, A VARIANCE WAS AWARDED TO ALLOW A 3 FOOT SIDE YARD SETBACK ALONG THE EAST SIDE OF THE VICTORIAN HOME LOCATED ON LOT 1. SURVEYOR'S CERTIFICATE I, MARK S. BECKLER, A REGISTERED LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS HISTORIC LOT SPLIT PLAT OF 125 W. MAIN STEET, AS LAID OUT, PLATTED, DEDICATED AN REON; THAT THE SAME IS BASED ON FIELD SURVEYS PERFORMED UNDER MY SUPERVISION; THAT THIS MEETS THE REQUIREMENTS OF A LAND V Y P ETW CRS SECTION 38 -51 -106; THE CONTROL PRECISION IS GREATER THAN 1 IN 15,000. BFI �Fp� DATED v :� g43 A: CLERK AND RECORDER'S ACCEPTANCE THIS HISTORIC LANDMARK LOT SPLIT OF 125 W. MAIN STREET, WAS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF THE COUNTY OF PITKIN, STATE OF COLORADO, AT O'CLOCK,QPM. THIS-( -DAY OFr4!.0)f i2013 IN BOOK NO. us, PAGE NO.Sz –AND RECEPTION NO. �l COUNTY CLERK AND RECORDER