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NORTH 1/4 CORNER <br />FOUND #6 REBAR WITH 2 1/2 INCH <br />DIAMETER ALUMINUM CAP IN RANGE BOX <br />COLORADO PLS 14070 PER MONUMENT <br />RECORD ACCEPTED 30 NOVEMBER 2013 <br />N 90°00'00" E <br />U <br />0 <br />m <br />0 <br />J <br />+ IV <br />Improvement Survey Plat <br />1612 Longs Peak Drive . Louisville <br />Lot 16 . Block 3 . SCENIC HEIGHTS <br />located in the northeast quarter of Section 8 <br />Township 1 South . Range 69 West of the 6th P.M. <br />City of Louisville . Boulder County . Colorado <br />SHEET 1 OF 1 . AREA = 7678 SQUARE FEET <br />South Boulder Road <br />BASIS OF BEARINGS <br />telephone line as marked <br />fiber optic line <br />as marked <br />as marked <br />-fo-"- - <br />) <br />0 <br />0 <br />C (0 <br />ao <br />O)ro <br />Eo <br />> r) l( ) <br />010 v 11 <br />EII 1 I <br />3 a) <br />✓ E 0 > <br />co : -o .E <br />sanitary sewer pipeline <br />c <br />L <br />10 <br />cd <br />00 <br />o 0) <br />-c N) <br />c <br />• r` <br />E (0 ro r) <br />010 c <br />•II <br />E > <br />✓ ,E 0 o <br />25' <br />M <br />a) <br />x <br />x <br />0) <br />x <br />a) <br />co <br />x <br />w <br />Oi <br />oo <br />w <br />electric line as marked <br />water pipeline <br />94.0f1 _ 93.9f1 <br />-fo <br />(73 <br />a) <br />cn <br />a) <br />4ai <br />a) <br />0 <br />C <br />0 <br />0 <br />N <br />0) <br />I <br />0) <br />oI <br />drive + parking <br />X 92.8 <br />10 <br />ri <br />a) <br />0 <br />93.3 x <br />SS <br />0 <br />9 <br />91.6.. 0.4' wide <br />N <br />Cr) <br />x <br />x 93.6 <br />bc1 <br />x r` <br />0N) <br />bc4 <br />w <br />CALCULATED POINT <br />POINT IS 30 FEET NORTH OF THE <br />NORTHEAST CORNER OF LOT 1, BLOCK 1, <br />SCENIC HEIGHTS SUBDIVISION <br />1100.0' (N) <br />1099.8' (R) <br />communication <br />manholes <br />x 93.6f1 <br />gas pipeline as marked <br />x 93.4f1 <br />-w <br />- X <br />94.2 <br />5394 <br />ac <br />peak <br />0 <br />x <br />5407.29' <br />N <br />RESIDENCE <br />24' <br />93.3 landscape edge <br />93.3 x <br />bc2 em_ <br />24' <br />93.7 <br />�X 93.1 <br />93.8 <br />x <br />garden <br />94.0 <br />concrete sidewalk <br />area <br />bc3 <br />0) <br />0 <br />92.1 rr tie rn <br />4 <br />concrete curb <br />neighbor's <br />concrete drive <br />0 <br />0 <br />93.3 <br />0) <br />x <br />a+ <br />L3 <br />0 <br />0 <br />a) <br />0 <br />0 <br />91.4 <br />a) <br />1• <br />a) <br />0 <br />c <br />0 <br />0 <br />-0l <br />walk <br />93.3 X <br />92.3X] <br />93.8 <br />5WC -fo <br />L) <br />93.7 <br />up <br />93.3 <br />91.6 X <br />16 <br />EASEMENT <br />wood fence <br />- of <br />CN <br />CL <br />�x <br />r7 <br />l0 <br />J <br />chain link <br />fence <br />38 <br />LOT 15 <br />■ <br />■ <br />chain link fence with plywood attached <br />to the north side and a wire and wood <br />fence adjacent and on the south side <br />ADJOINING PARCEL <br />1610 LONGS PEAK DRIVE <br />DEED ON FILM 1082 AT RN 359025 <br />- Property Description - <br />1612 LONGS PEAK DRIVE - RN 2377091 <br />LOT 16, BLOCK 3, <br />SCENIC HEIGHTS SUBDIVISION, <br />COUNTY OF BOULDER, STATE OF COLORADO. <br />- Plat Information - <br />SCENIC HEIGHTS SUBDIVISION WAS RECORDED <br />6 MAY 1959 IN PLAT BOOK 7 AT PAGE 41. <br />- Line + Curve Table - <br />L1 - <br />NORTH 90-00-00 EAST / 100.0 FEET (M) <br />EAST / 100 FEET (R) <br />L2 - <br />SOUTH 00-00-00 EAST / 70.0 FEET (M) <br />SOUTH / 70 FEET (R) <br />L3 - <br />SOUTH 90-00-00 WEST / 110.0 FEET (M) <br />WEST / 110 FEET (R) <br />L4 - <br />NORTH 00-00-00 WEST / 60.0 FEET (M) <br />NORTH / 60 FEET (R) <br />C1 - <br />RADIUS = 10.0 FEET (R + M) <br />ARC LENGTH = 15.71 FEET (R + M) <br />CENTRAL ANGLE = 90-00-00 (R + M) <br />DEGREES - MINUTES - SECONDS / DECIMAL FEET <br />- Notes - <br />1) PLATTED EASEMENTS ARE SHOWN. A CURRENT TITLE COMMITMENT WOULD <br />BE REQUIRED TO CHECK FOR OTHER (IF ANY) EASEMENTS OF RECORD. <br />2) ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION <br />BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER <br />YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION <br />BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN <br />TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. <br />3) BASIS OF BEARINGS - PER THE SUBDIVISION PLAT OF "SCENIC HEIGHTS". <br />I HELD THE BEARING "SOUTH 90°00'00" EAST" ALONG THE SECTION LINE <br />BETWEEN THE 1/4 CORNER AND THE CALCULATED POINT. <br />4) THE SUBJECT PARCEL CONTAINS AN AREA OF 7678 SQUARE FEET. <br />5) VISIBLE UTILITY CONNECTIONS ARE SHOWN. OTHER UNDERGROUND <br />UTILITY LINES ARE SHOWN BASED UPON VISIBLE SURFACE EVIDENCE <br />AND MAPS PROVIDED BY THE CITY OF LOUISVILLE AND XCEL ENERGY. <br />ADDITIONAL UNDERGROUND UTILITIES ARE SHOWN PER UTILITY <br />PAINT MARKINGS NOTICED IN THE FIELD. <br />Scale : 1" = 10' <br />0 5 10 <br />20 <br />SET <br />7' <br />0 <br />ai <br />co <br />7' EASEMENT <br />7' <br />- Legend - <br />MANHOLE . . <br />CENTERLINE . . <br />GAS METER . . gm <br />WATER VALVE . . ►� <br />STOP SIGN . . stp b <br />WINDOW WELL . . ww <br />UTILITY POLE . . up 0 <br />WATER METER . . wm <br />WITNESS CORNER . . WC <br />AIR CONDITIONER . . ac <br />ELECTRIC METER . . em <br />OVERHEAD UTILITY LINES . of <br />SANITARY SEWER PIPELINE . . ss <br />UNDERGROUND GAS PIPELINE . . g <br />FIBER OPTIC LINE AS MARKED . . fo <br />U <br />0 <br />m <br />0 <br />J <br />O <br />N) <br />FOUND #5 REBAR WITH <br />1 1/2 INCH DIAMETER <br />CAP AT NORTHEAST <br />CORNER LOT 1, BLOCK 1, <br />SCENIC HEIGHTS SET BY <br />PLS 14070 <br />W <br />D <br />Z (Q <br />W > o <br />< co <br />N) <br /><z ro <br />oz <br />z�� <br />O w Q <br />o <br />Q �W <br />_ <br />SET #5 REBAR WITH 1 1/2" <br />ALUMINUM CAP MARKED <br />"STADELE, LS 26300" <br />SET 1 1/4 INCH DIAMETER <br />BRASS TAG IN CONCRETE <br />MARKED "WC / LS 26300" <br />AS 5 FOOT WITNESS CORNER <br />SET 1 1/4 INCH DIAMETER <br />BRASS TAG IN CONCRETE <br />MARKED "WC / LS 26300" <br />AS 4 FOOT WITNESS CORNER <br />• SET <br />• 5WC <br />• 4WC <br />FOUND PK NAIL WITH <br />2 1/2 INCH DIAMETER • W <br />WASHER IN CENTERLINE ROAD <br />MEASURED OR CALCULATED . <br />BY THIS SURVEY <br />RECORD OR PLATTED . . (R) <br />MEASUREMENT <br />(M) <br />RECEPTION NUMBER . . RN <br />BOULDER COUNTY RECORDS <br />SPOT SHOT ELEVATION . . x 94.4 <br />ELEVATION AT FLOW LINE . . fl <br />- Building Corner Tie Table - <br />BUILDING CORNER NO. 1 (bc1) <br />24 FEET 11 INCHES WEST TO LOT LINE <br />21.4 FEET NORTH TO LOT LINE <br />BUILDING CORNER NO. 3 (bc3) <br />61 FEET 1 INCH EAST TO LOT LINE <br />7.3 FEET SOUTH TO LOT LINE <br />BUILDING CORNER NO. 2 (bc2) <br />21.4 FEET NORTH TO LOT LINE <br />61 FEET 1 INCH EAST TO LOT LINE <br />BUILDING CORNER NO. 4 (bc4) <br />7.3 FEET SOUTH TO LOT LINE <br />24 FEET 11 INCHES WEST TO LOT LINE <br />U.S. SURVEY FEET <br />ONE (1) FOOT CONTOUR INTERVAL <br />Flagstaff Surveying Inc. - <br />TABLE MESA SHOPPING CENTER <br />637 SOUTH BROADWAY . SUITE C <br />BOULDER . COLORADO . 80305 <br />303.499.9737 <br />17373a-1.dwg . 29 December 2016 <br />SHEET 1 OF 1 <br />US SURVEY DECIMAL FEET OR FEET AND INCHES <br />ALL BUILDING TIES ARE MEASURED PERPENDICULAR TO LOT LINES <br />- Surveyor's Statement - <br />1, LEE STADELE, A DULY REGISTERED LAND SURVEYOR, LICENSED IN THE <br />STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF FLAGSTAFF <br />SURVEYING, INC., THAT A SURVEY OF THE ABOVE DESCRIBED PREMISES WAS <br />CONDUCTED BY ME AND UNDER MY DIRECT SUPERVISION, RESPONSIBILITY AND <br />CHECKING DURING DECEMBER 2016; THAT SAID SURVEY AND THE ATTACHED <br />HEREON WERE MADE IN SUBSTANTIAL ACCORDANCE WITH C.R.S. <br />38-51-102 (9) "IMPROVEMENT SURVEY PLAT". I FURTHER STATE THAT THE <br />ELEVATIONS SHOWN ARE ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. <br />LEE STADELE <br />REGISTERED PROFESSIONAL LAND SURVEYOR <br />COLORADO LICENSE NUMBER 26300 <br />