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Home My WebLink AboutFile Documents.401 Castle Creek Rd.0071.2018 (38).ACBKPROPERTY DESCRIPTION LOT 1, PARCEL A, ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION ACCORDING THE AMENDED PLAT THEREOF RECORDED JULY 25, 1991 IN PLAT BOOK 27 AT PAGE 6 AS RECEPTION NO. 34489. COUNTY OF PITKIN STATE OF COLORADO 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 SOPRISENG@SOPRISENG.COM 6/21/2018 - GRK #12060.18 - G:\2017\17190\SURVEY\Survey DWGs\ISP boundary rotation\17190 12060 ISP.dwg VICINITY MAP SCALE: 1" = 2000' IMPROVEMENT SURVEY PLAT OF: LOT 1, PARCEL A, ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION SITUATED WITHIN THE SW1/4 OF SECTION 12 & NW1/4 OF SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. SHEET 1 OF 4 SOURCE DOCUMENTS: x PLAT-LOT 1 AND LOT 2 OF PARCEL "A" OF THE ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION (PLAT BOOK 27 PAGE 6) x PLAT-ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION (PLAT BOOK 23 PAGE 34) x PLAT-FIRST AMENDED PLAT OF PARCEL C, ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION/P.U.D. (PLAT BOOK 106 PAGE 28) ALL OF THE PITKIN COUNTY, COLORADO RECORDS-UNLESS OTHERWISE NOTED. NOTES 1) DATE OF FIELD WORK: AUGUST 13 AND SEPTEMBER 26, 2013; NOVEMBER 12, 13 AND 24, 2015; SEPTEMBER 25, 27, 28 AND OCTOBER 4, 11, 16, 17, 20, 23, 2017 AND JANUARY - FEBRUARY, 2018. 2) DATE OF PREPARATION: AUGUST - SEPTEMBER, 2013; NOVEMBER - DECEMBER, 2015; SEPTEMBER - OCTOBER, 2017 AND JANUARY - JUNE, 2018. 3) LINEAR UNITS: THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. %$6,62)%($5,1*$%($5,1*2)1 (%(7:((17+(6287+:(67&251(52)6(&7,2172:16+,36287+ RANGE 85 WEST, MONUMENTED BY A 1978 BLM BRASS CAP AND THE WEST QUARTER CORNER OF SECTION 12 TOWNSHIP 10 SOUTH, RANGE 85 WEST MONUMENTED BY A 1954 BLM BRASS CAP. 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 TITLE COMMITMENT PREPARED BY STEWART TITLE GUARANTY COMPANY, FILE NO. 01330-104874, EFFECTIVE DATE OF OCTOBER 6, 2017, AND DOCUMENTS AND PLATS OF RECORD AS SHOWN IN THE SOURCE DOCUMENTS, HEREON. 6) ADDRESS: 405 CASTLE CREEK ROAD, ASPEN 7) PITKIN COUNTY PARCEL NO. 2735-123-007-802 8) THE FOLLOWING NOTES HAVE BEEN TAKEN DIRECTLY FROM THE PLAT OF LOT 1 AND LOT 2 OF PARCEL "A" OF THE ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION, RECORDED JULY 25, 1991 IN PLAT BOOK 27 AT PAGE 6 AS RECEPTION NO. 34489: A."ALL SIDEWALKS, STREETS, ROADS AND PARKING AREAS CONTAINED WITHIN LOT 1 OF PARCEL "A" OF THE ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION ARE HEREBY DEDICATED TO THE PERPETUAL USE OF THE PUBLIC." B."AN EASEMENT EXISTS ACROSS THE REAL PROPERTY OWNED BY THE ASPEN VALLEY HOSPITAL DISTRICT ("DISTRICT") FOR THE BENEFIT OF THE ASPEN/SNOWMASS NORDIC COUNCIL. THE EASEMENT MAY LIE ACROSS LOT 1 OR LOT 2 OF PARCEL "A" OF THE ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION, OR IT MAY LIE ACROSS OTHER PARTS OF THE REAL PROPERTY OWNED BY THE DISTRICT. THE EXACT LOCATION OF THE EASEMENT SHALL BE DETERMINED ON A YEARLY BASIS, BY NO LATER THAN AUGUST 1 OF THE YEAR, UPON AGREEMENT BY THE DISTRICT, PITKIN COUNTY AND THE ASPEN/SNOWMASS NORDIC COUNCIL." 9) THE PROPERTY DESCRIBED ON THIS SURVEY DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA (SFHA) AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY; THE PROPERTY LIES WITHIN ZONE X OF THE FLOOD INSURANCE RATE MAP (FIRM) IDENTIFIED AS COMMUNITY PANEL NO. 08097CO203C, BEARING AN EFFECTIVE DATE OF JUNE 4, 1987. WITH ZONE X BEING IDENTIFIED AS AN AREA OUTSIDE OF THE 500 YEAR FLOOD PLAIN. 10) SAID DESCRIBED PROPERTY IS NOT WITHIN THE MUD FLOW ZONES, ACCORDING TO THE 2014 CITY OF ASPEN URBAN RUNOFF MANAGEMENT PLAN (FIGURE 7.1F) AND OUTSIDE THE POTENTIAL GEOLOGICAL HAZARD ZONES, ACCORDING TO THE 2001 CITY OF ASPEN MASTER DRAINAGE PLAN (FIGURE ES-5). 11) BASIS OF ELEVATION: AN ELEVATION OF 8036.4' FEET ON THE FOUND REBAR AND CAP (L.S. 20632) MONUMENTING THE NORTHWEST CORNER OF THE SUBJECT PROPERTY, WHICH WAS ESTABLISHED BY A GLOBAL POSITIONING SYSTEM OBSERVATION BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD88 USING THE 2009 GEOID MODEL). CONTOUR INTERVAL IS ONE FOOT (1'). SITE EϬϬΣϭϱΖϯϯΗ^/^K&Z/E'^ϳϭΣϬϬΖ Ϭ Ϭ Η t 1954 BRASS CAP UNAUTHORIZED BLM SW SEC. COR. 12 STAMPED SEC. 12 "KIMBERLY". Z^^ϮϱΣϱϯΖϱϰΗ͕ϭϭ͘ϲϲΖ FROM PARCEL B/C CORNER. SECTION CORNER UTILIZED BY MEADOWOOD SUBDIVISION IN ESTABLISHING IT'S EXTERIOR BOUNDARY AUTHORIZED 1978 BLM BRASS CAP CORNER COMMON TO SECTIONS 11/12/14/15. Z^^ϯϬΣϬϯΖϰϳΗ͕ϭϭ͘ϰϰΖ FROM UNRECOGNIZED L.S. 2376 SECTION CORNEREϬϬΣϬϯΖϰϬΗt^ϮϯΣϬϬΖϬϬΗt52.80PARCEL C PARCEL B BLM UNRECOGNIZED SW CORNER SEC. 12 SET BY L.S. 2376 NOT FOUND THIS SURVEY BUT CONSISTENT WITH PRIOR SURVEYS (SEE NOTE NO. 4), THE COLORADO LAND SURVEY MONUMENT REPORT FILED BY GERALD PESMAN (L.S. 2376) DATEED JANUARY 12, 1973 AND THE EXTERIOR SURVEY MONUMENTS UTILIZED IN PREPARATION OF THIS IMPROVEMENT SURVEY PLAT WIRE FENCE (TYP.)SECTION 12SECTION 11^ϯϯΣϱϴΖϬϬΗtTIE PER DEED REC. NO. 17596745.95W1/4 CORNER SEC 12 FOUND BLM BRASS CAP FOUND REBAR & ALUMINUM CAP ILLEGIBLE SURVEYOR'S CERTIFICATE I, GEOFFREY R. KELLER, HEREBY CERTIFY TO ASPEN VALLEY HOSPITAL DISTRICT, A COLORADO SPECIAL DISTRICT AND STEWART TITLE GUARANTY COMPANY, THAT THIS IS $1³,03529(0(176859(<3/$7´$6'(),1('%<&56$1'7+$7,7,6$02180(17('/$1'6859(<6+2:,1*7+(&855(17/2&$7,212)$// STRUCTURES, WATER COURSES, WATER FEATURES AND/OR BODIES OF WATER, FLOOD PLAIN, ROADS, TRAILS, VISIBLE UTILITIES, FENCES, HEDGES, OR WALLS SITUATED ON THE DESCRIBED PARCEL AND WITHIN FIVE FEET OF ALL BOUNDARIES OF SUCH PARCEL, ANY CONFLICTING BOUNDARY EVIDENCE OR VISIBLE 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 THE TITLE COMMITMENT PREPARED BY STEWART TITLE GUARANTY COMPANY, FILE NO. 01330-104874, AS SPECIFIED ON THE IMPROVEMENT SURVEY PLAT. THE ERROR OF CLOSURE FOR THIS SURVEY IS LESS THAN 1/15,000. ______________________________________ GEOFFREY R. KELLER L.S. #37997 06/26/2018 20' WIDE WATER LINE EASEMENT REC. NO. 321414, CENTERED UPON EXISTING WATER LINE AS DOC. INTENDS 10' WIDE EASEMENT FOR AS CONSTRUCTED POWER LINE FIELD LOCATED POWER LINE USED FOR PLACEMENT REC. NO. 341273 EϳϭΣϬϬΖ Ϭ Ϭ Η ϱ Ϯ ϭ ͘ Ϯ ϲΖ 10' WIDE EASEMENT FOR AS CONSTRUCTED POWER LINE FIELD LOCATED POWER LINE ON APRIL 21, 2006 USED FOR PLACEMENT REC. NO. 341273 426.27'125.49'40.00' 55.00'63.97'^ϰϳΣϬϲΖϯϱΗtϮϯϯ͘ϬϮΖ^ϮϭΣϮϯ Ζ ϬϬΗ ϭϭϳ ͘Ϭϳ Ζ PARCEL C PLAT BOOK 106 PAGE 29 Eϲϲ Σ ϭ ϵ Ζ Ϭ Ϭ Η t Ϯ ϯ ϳ ͘ ϴ ϯ Ζ ^ϮϯΣϰϭΖϬϬΗtϮϬϯ͘ϵϭΖRIGHT-OF-WAY DOOLITLE DRIVEPLAT BOOK 23 PAGE 3443.56'LOT 2, PARCEL A PLAT BOOK 27 PAGE 6 LOT 10 TWIN RIDGE SUBDIVISION PLAT BOOK 25 PAGE 41 TRACT F (RIGHT-OF-WAY) PLAT BOOK 95 PAGE 65 24' ROAD EASEMENT BOOK 304 PAGE 723 GRANTED BY PITKIN COUNTY TO ASPEN VALLEY HOSPITAL DISTRICT 20' WIDE SEWER EASEMENT BOOK 617 PAGE 465 & PAGE 466 REC. NO. 321447 PROJECT BENCHMARK, ELEVATION = 8036.4' FOUND NO. 5 REBAR W/ALUMINUM CAP, L.S. 20632 Z^^ϮϵΣϱϱΖϮϮΗ͕ϳ͘ϰΖ 20' WIDE STRIP OF LAND DEEDED TO ROARING FORK ELECTRIC LIGHT & POWER COMPANY BOOK 115 PAGE 65 LOT 9 TWIN RIDGE SUBDIVISION PLAT BOOK 25 PAGE 41 FOUND NO. 5 REBAR W/ALUMINUM CAP ILLEGIBLE 20' UTILITY EASEMENT PLAT BOOK 25 PAGE 41 35' SKI TRAIL EASEMENT PLAT BOOK 25 PAGE 41 40' TWIN RIDGE DR. PLAT BOOK 25 PAGE 41 LOT 14 (TOWNHOUSE PARCEL) TWIN RIDGE SUBDIVISION PLAT BOOK 25 PAGE 41EϭϵΣϬϬΖϬϬΗtϭϵϵ͘ϰϵΖSET NO. 5 REBAR W/PLASTIC CAP, L.S. 28643 1.5' WITNESS CORNER FOUND NO. 5 REBAR W/PLASTIC CAP, L.S. 28643 FOUND NO. 5 REBAR W/PLASTIC CAP L.S. 28643 FOUND NO. 5 REBAR W/PLASTIC CAP, L.S. 28643 30' WITNESS CORNER 10' WATER EASEMENT BOOK 218 PAGE 385 10' 10' 10' 10' LOT 1, PARCEL A 117,170 SQ. FT. OR 2.690 AC. +/- (DOES NOT INCLUDE "RIGHT-OF-WAY" 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 SOPRISENG@SOPRISENG.COM 6/21/2018 - GRK #12060.18 - G:\2017\17190\SURVEY\Survey DWGs\ISP boundary rotation\17190 12060 ISP.dwg GAS METER SEWER MANHOLE WATER HYDRANT WATER VALVE CURB STOP SEWER CLEANOUT ELECTRIC TRANSFORMER ELECTRIC METER TELEPHONE PEDESTAL CATV PEDESTAL EXISTING CONDITIONS LEGEND UTILITY MANHOLE TELEPHONE MANHOLE ELECTRIC MANHOLE UNDERGROUND ELECTRIC WATER LINE SEWER LINE OVERHEAD ELECTRIC UNDERGROUND TELEPHONE OVERHEAD TELEPHONE UNDERGROUND UTILITIES OVERHEAD UTILITIES etc etc ugug w w ssss ue ue oe oe utut otot uu uu ou ou 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 040 40 80 40 12020 IMPROVEMENT SURVEY PLAT OF: LOT 1, PARCEL A, ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION SITUATED WITHIN THE SW1/4 OF SECTION 12 & NW1/4 OF SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. SHEET 2 OF 4 PROPOSED ELECTRIC MANHOLE PROPOSED DRAINAGE DRY-WELL PROPOSED SEWER MANHOLE PROPOSED TELEPHONE MANHOLE PROPOSED UTILITY MANHOLE PROPOSED GUY WIRE PROPOSED POWER POLE PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED CURB STOP PROPOSED GAS METER/VALVE PROPOSED ELECTRIC TRANSFORMER PROPOSED ELECTRIC METER PROPOSED TELEPHONE PEDESTAL PROPOSED CATV PEDESTAL PROPOSED SEWER CLEANOUT PROPOSED LIGHT POLE PROPOSED SIGN PROPOSED LEGEND PROPOSED STORM INLET PROPOSED CONTOUR PROPOSED CONTOUR INTERVAL PROPOSED 8" WATER MAIN PROPOSED 8" SANITARY SEWER MAIN PROPOSED ELEC, TELE, CABLE, GAS PROPOSED GAS PROPOSED TELEPHONE PROPOSED UNDERGROUND ELECTRIC PROPOSED CABLE PROPOSED FIBER OPTIC PROPOSED STORM SEWER PROPOSED ELEC, TELE, CABLE 7900 PROPOSED RETAINING WALL PROPOSED OVERHEAD ELECTRIC PROPOSED IRRIGATION PIPE PROPOSED SWALE OR DITCH PROPOSED FENCE PROPOSED 12" WATER MAIN PROPOSED 12" SANITARY SEWER MAIN IP SP EXISTING ELECTRIC MANHOLE EXISTING DRAINAGE DRY-WELL EXISTING SEWER MANHOLE EXISTING TELEPHONE MANHOLE EXISTING UTILITY MANHOLE EXISTING GUY WIRE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING CURB STOP EXISTING GAS METER EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING CATV PEDESTAL EXISTING SEWER CLEANOUT EXISTING LIGHT POLE EXISTING SIGN EXISTING LEGEND EXISTING STORM INLET EXISTING CONTOUR EXISTING CONTOUR INTERVAL EXISTING STORM SEWER 7900 EXISTING EASEMENT EXISTING PROPERTY LINE EXISTING SETBACK (XX') EXISTING WIRE FENCE EXISTING ROCK WALL EXISTING 8" WATER MAIN EXISTING 8" SANITARY SEWER MAIN EXISTING ELEC, TELE, CABLE, GAS EXISTING GAS EXISTING TELEPHONE EXISTING UNDERGROUND ELECTRIC EXISTING CABLE EXISTING FIBER OPTIC EXISTING ELEC, TELE, CABLE EXISTING OVERHEAD ELECTRIC EXISTING IRRIGATION PIPE EXISTING SWALE OR DITCH EXISTING ZONE OF INFLUENCE EXISTING TOP OF SLOPE PROPOSED UNDERDRAIN>>>> PROPOSED SEDIMENT CONTROL LOG PROPOSED SILT FENCE PROPOSED INLET PROTECTION PROPOSED STABILIZED PARKING AREA 10 YEAR HGL LINE (PROFILE) PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE/SIDEWALK PROPOSED BIO-RETENTION GARDEN PROPOSED PAVERS PROPOSED DEMO AREA PROPOSED FLOW ARROW POST DEVELOPMENT DRAINAGE BASIN POST DEVELOPMENT SUBBASIN TRAVEL PATH FOR Tc COMPUTATIONS OFFSITE DRAINAGE BASIN EXISTING FLOW ARROW EXISTING DRAINAGE BASIN DESIGN POINT 10 YEAREGL LINE (PROFILE) 100 YEAR HGL LINE (PROFILE) 100 YEAR EGL LINE (PROFILE) EXISTING SURFACE (PROFILE) FINISHED GRADE (PROFILE) PROPOSED SAWCUT LINE (LIMIT OF DISTURBANCE) U.S. SURVEY FEET "RIGHT-OF-WAY DEDICATED TO THE CITY OF ASPEN" PLAT BOOK 27 PAGE 6. 6,068 SQ. FT. OR 0.139 AC. +/- ACCESS & PARKING EASEMENT SCANNED FROM PLAT BOOK 27 PAGE 6. ENVELOPE NOT DIMENSIONED ON RECORD PLAT. POSITIONED PER PLAT'S GRAPHIC RELATIONSHIP TO BUILDING ENVELOPE. BUILDING ENVELOPE SCANNED FROM PLAT BOOK 27 PAGE 6. ENVELOPE NOT DIMENSIONED ON RECORD PLAT. POSITIONED PER PLAT'S GRAPHIC RELATIONSHIP TO BUILDING. ACCESS AGREEMENT GRANTED BY THE B.O.C.C. OF PITKIN COUNTY FOR THE BENEFIT OF THE CITY OF ASPEN AND THE ASPEN VALLEY HOSPITAL DISTRICT BOOK 420 PAGE 552. ______________________________________ GEOFFREY R. KELLER L.S. #37997 06/26/2018 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 SOPRISENG@SOPRISENG.COM 6/21/2018 - GRK #12060.18 - G:\2017\17190\SURVEY\Survey DWGs\ISP boundary rotation\17190 12060 ISP.dwg SEWER MANHOLE GENERAL UTILITY NOTES: THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. MAIL BOX GUY WIRE SIGN LIGHT POLE POWER POLE IRRIGATION VALVE OVERHEAD ELECTRIC DECIDUOUS TREE WIRE FENCE WOODEN FENCE CONIFEROUS TREE EDGE OF VEGETATION GAS METER SEWER MANHOLE WATER HYDRANT WATER VALVE CURB STOP SEWER CLEANOUT ELECTRIC TRANSFORMER ELECTRIC PEDESTAL OR METER TELEPHONE PEDESTAL CATV PEDESTAL EXISTING CONDITIONS LEGEND UTILITY MANHOLE TELEPHONE MANHOLE DRYWELL WATER MANHOLE ELECTRIC MANHOLE oe oe 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 20 8010 IMPROVEMENT SURVEY PLAT OF: LOT 1, PARCEL A, ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION SITUATED WITHIN THE SW1/4 OF SECTION 12 & NW1/4 OF SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. SHEET 3 OF 4 EXISTING TELEPHONE EXISTING UNDERGROUND ELECTRIC EXISTING CABLE EXISTING FIBER OPTIC XUT XUT XUT XEL XEL XEL XTV XTV XTV XFO XFO XFO MONUMENT LEGEND CITY OF ASPEN SURVEY CONTROL PT. INDICATES FOUND MONUMENT-L.S. 9184 INDICATES SET MONUMENT-L.S. 28643 U.S. SURVEY FEET STOP SIGN STORM INLET UTILITY MARKING LEGEND (LOCATED APRIL 10 & 21, 2006) 6''W 6''W ______________________________________ GEOFFREY R. KELLER L.S. #37997 06/26/2018 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 SOPRISENG@SOPRISENG.COM 6/21/2018 - GRK #12060.18 - G:\2017\17190\SURVEY\Survey DWGs\ISP boundary rotation\17190 12060 ISP.dwg GAS METER SEWER MANHOLE WATER HYDRANT WATER VALVE CURB STOP SEWER CLEANOUT ELECTRIC TRANSFORMER ELECTRIC METER TELEPHONE PEDESTAL CATV PEDESTAL GENERAL UTILITY NOTES: THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. EXISTING CONDITIONS LEGEND MAIL BOX GUY WIRE SIGN LIGHT POLE POWER POLE UTILITY MANHOLE TELEPHONE MANHOLE ELECTRIC MANHOLE IRRIGATION VALVE UNDERGROUND ELECTRIC WATER LINE SEWER LINE OVERHEAD ELECTRIC UNDERGROUND TELEPHONE OVERHEAD TELEPHONE UNDERGROUND UTILITIES OVERHEAD UTILITIES WIRE FENCE WOODEN FENCE GAS METER SEWER MANHOLE WATER HYDRANT WATER VALVE CURB STOP SEWER CLEANOUT ELECTRIC TRANSFORMER ELECTRIC PEDESTAL OR METER TELEPHONE PEDESTAL CATV PEDESTAL EXISTING CONDITIONS LEGEND UTILITY MANHOLE TELEPHONE MANHOLE DRYWELL WATER MANHOLE ELECTRIC MANHOLE etc etc ugug w w ssss ue ue oe oe utut otot uu uu ou ou 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 20 8010 IMPROVEMENT SURVEY PLAT OF: LOT 1, PARCEL A, ASPEN VALLEY HOSPITAL DISTRICT SUBDIVISION SITUATED WITHIN THE SW1/4 OF SECTION 12 & NW1/4 OF SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. SHEET 4 OF 4 PROPOSED ELECTRIC MANHOLE PROPOSED DRAINAGE DRY-WELL PROPOSED SEWER MANHOLE PROPOSED TELEPHONE MANHOLE PROPOSED UTILITY MANHOLE PROPOSED GUY WIRE PROPOSED POWER POLE PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED CURB STOP PROPOSED GAS METER/VALVE PROPOSED ELECTRIC TRANSFORMER PROPOSED ELECTRIC METER PROPOSED TELEPHONE PEDESTAL PROPOSED CATV PEDESTAL PROPOSED SEWER CLEANOUT PROPOSED LIGHT POLE PROPOSED SIGN PROPOSED LEGEND PROPOSED STORM INLET PROPOSED CONTOUR PROPOSED CONTOUR INTERVAL PROPOSED 8" WATER MAIN PROPOSED 8" SANITARY SEWER MAIN PROPOSED ELEC, TELE, CABLE, GAS PROPOSED GAS PROPOSED TELEPHONE PROPOSED UNDERGROUND ELECTRIC PROPOSED CABLE PROPOSED FIBER OPTIC PROPOSED STORM SEWER PROPOSED ELEC, TELE, CABLE 7900 PROPOSED RETAINING WALL PROPOSED OVERHEAD ELECTRIC PROPOSED IRRIGATION PIPE PROPOSED SWALE OR DITCH PROPOSED FENCE PROPOSED 12" WATER MAIN PROPOSED 12" SANITARY SEWER MAIN IP SP EXISTING ELECTRIC MANHOLE EXISTING DRAINAGE DRY-WELL EXISTING SEWER MANHOLE EXISTING TELEPHONE MANHOLE EXISTING UTILITY MANHOLE EXISTING GUY WIRE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING CURB STOP EXISTING GAS METER EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING CATV PEDESTAL EXISTING SEWER CLEANOUT EXISTING LIGHT POLE EXISTING SIGN EXISTING LEGEND EXISTING STORM INLET EXISTING CONTOUR EXISTING CONTOUR INTERVAL EXISTING STORM SEWER 7900 EXISTING EASEMENT EXISTING PROPERTY LINE EXISTING SETBACK (XX') EXISTING WIRE FENCE EXISTING ROCK WALL EXISTING 8" WATER MAIN EXISTING 8" SANITARY SEWER MAIN EXISTING ELEC, TELE, CABLE, GAS EXISTING GAS EXISTING TELEPHONE EXISTING UNDERGROUND ELECTRIC EXISTING CABLE EXISTING FIBER OPTIC EXISTING ELEC, TELE, CABLE EXISTING OVERHEAD ELECTRIC EXISTING IRRIGATION PIPE EXISTING SWALE OR DITCH EXISTING ZONE OF INFLUENCE EXISTING TOP OF SLOPE PROPOSED UNDERDRAIN>>>> PROPOSED SEDIMENT CONTROL LOG PROPOSED SILT FENCE PROPOSED INLET PROTECTION PROPOSED STABILIZED PARKING AREA 10 YEAR HGL LINE (PROFILE) PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE/SIDEWALK PROPOSED BIO-RETENTION GARDEN PROPOSED PAVERS PROPOSED DEMO AREA PROPOSED FLOW ARROW POST DEVELOPMENT DRAINAGE BASIN POST DEVELOPMENT SUBBASIN TRAVEL PATH FOR Tc COMPUTATIONS OFFSITE DRAINAGE BASIN EXISTING FLOW ARROW EXISTING DRAINAGE BASIN DESIGN POINT 10 YEAREGL LINE (PROFILE) 100 YEAR HGL LINE (PROFILE) 100 YEAR EGL LINE (PROFILE) EXISTING SURFACE (PROFILE) FINISHED GRADE (PROFILE) PROPOSED SAWCUT LINE (LIMIT OF DISTURBANCE) MONUMENT LEGEND CITY OF ASPEN SURVEY CONTROL PT. INDICATES FOUND MONUMENT-L.S. 9184 INDICATES SET MONUMENT-L.S. 28643 U.S. SURVEY FEET STOP SIGN STORM INLET Slopes Table Number 1 2 Minimum Slope 30.00% 40.00% Maximum Slope 40.00% +% Area 9491.64 11511.05 Color ______________________________________ GEOFFREY R. KELLER L.S. #37997 06/26/2018