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O <br />N <br />ST <br />RIM EL=5322.05' 3 <br />INV OUT(S)=5316.83' <br />U) <br />1. <br />ail I <br />I "1 PVC <br />j <br />IZI I <br />1 <br />N W SI <br />M <br />Curve Table <br />ARC <br />LENGTH <br />39.08' <br />42.04' <br />65.14' <br />CURVE RADIUS <br />Cl 25.00' <br />C2 250.00' <br />C3 250.00' <br />x 20.3 <br />I I I <br />N I I x 20.41 <br />TOP BOLT <br />I EL=5322.98' <br />I I I <br />I I <br />W I <br />SII <br />a <br />O <br />N <br />O <br />O <br />co <br />3 I- <br />9 <br />3 <br />I- <br />U <br />/ <br />/ 17) <br />co <br />M pp <br />n <br />J J <br />W W <br />M > <br />& Z <br />CO <br />U) <br />0) • o <br />N ^M <br />Oi <br />�IIN <br />WNZo rn <br />>>. <br />it Z Z <br />L) <br />U) <br />U) <br />U) <br />N <br />00 <br />•l i <br />S4 I <br />x18.7 <br />r) I <br />O <br />8.2 <br />x <br />N <br />-ST--II= 17.011 ST <br />RIM EL= 5316.75' <br />INV EL=5307.15' <br />ST <br />N <br />N <br />18.9 <br />x <br />10" <br />N <br />U x17.9 <br />x19.1 <br />x18.4 <br />x18.5 <br />S <br />w x17.5 <br />cO <br />0 <br />00 <br />0 LO 17.4 <br />0 x <br />I0 . <br />00 X, 0 6" <br />m <br />.z <br />I- <br />Z <br />17.4x <br />x17.4 <br />x17.6 <br />x17.5 <br />12" <br />5321 <br />x19.7 <br />x18.3 <br />x18.2 <br />x19.3 <br />x19.5 <br />x19.6 <br />x19.5 <br />x 19.3 <br />x 19.4 <br />x18.8 <br />x17.2 <br />x17.3 <br />x17.5 <br />x17.6 <br />x17.4 <br />x19.6 <br />x19.6 <br />x19.6 <br />x19.5 <br />x19.2 <br />x17.4 <br />x17.8 <br />DELTA <br />ANGLE <br />89'34'00" <br />9'38'09" <br />14'55'48" <br />CHORD <br />BEARING <br />N44'47'00"E <br />N04'49'04"W <br />N0210'15"W <br />EDGE OF DIRT DRIVE <br />LENGTH <br />35.22' <br />41.99' <br />64.96' <br />L 0 T 2 '8.2x <br />19.4x <br />x18.5 <br />x18.2 <br />18.4x <br />5318 <br />x19.6 <br />x19.7 <br />x19.8 <br />x19.7 <br />x19.5 <br />x 19.5 <br />x 18.7 <br />• <br />x17.7 <br />x19.4 <br />x19.7 <br />x19.7 <br />x19.8 <br />x19.7 <br />x19.6 <br />x19.8 <br />Improvement Survey Plat <br />Lot 1, Block 2, THE PARK AT C.T.C. , <br />Located in the Northeast Quarter of Section 16, <br />Township 1 South, Range 69 West of the 6th P. M., <br />31 <br />x19.5 <br />County of Boulder, State of Colorado 53 1 <br />x19.8 <br />x17.6 <br />x17.7 <br />x 17.6 <br />x19.7 <br />19.3v <br />x19.8 <br />x17.2 <br />x17.5 <br />x17.4 <br />53j <br />19.3x"l 18.6x x16.4 ) x15.7 <br />x16.7 <br />19.3 <br />x17.2 <br />x19.4 x19.4 <br />x19.6 <br />x19.5 <br />x19.6 <br />L 0 T 1 <br />x19.9 <br />x19.8 <br />x18.7 <br />x16.7 <br />x16.6 <br />19.4x <br />x19.7 <br />x19.4 <br />x19.7 <br />x19.9 <br />x19.8 <br />x16.1 <br />x16.4 <br />x19.4 <br />x19.2 <br />x19.4 <br />x19.6 <br />x19.6 <br />x15.6 <br />x 16.3 <br />x19.2 <br />x 15.8 <br />�18.8x <br />x19.4 <br />18.9 x <br />18.8x <br />x18.9 <br />x 15.2 <br />x17.7 <br />x17.8 <br />x17.6 <br />"17.2 <br />13' <br />x16.8 <br />ST <br />29"x45" ST <br />RCP <br />x 17.4 <br />24" RCf` <br />x16.7 <br />ST16.4 <br />11" 16.5x <br />12" <br />x16.3 5316 <br />E ------E <br />W <br />U) <br /><S <br />W <br />RW 11W RW <br />o <br />RIM EL= 5316.16' <br />INV IN N)=5306.58' <br />INV IN W)=5306.46' <br />I - SS INV OUT E)=5306.36 Sy <br />Q C <br />M <br />N G G G G <br />17 © 2015 FLAGSTAFF SURVEYING, INC. ALL RIGHTS RESERVED. <br />S <br />ST 15.6 <br />INV EL=5311.82' <br />16" <br />15.4 <br />illIcTOP BOLT E FO <br />EL= 5317.61 <br />x _ x <br />15.311 14.611 <br />W� <br />RW <br />$3 <br />W <br />FW <br />Sr. <br />x16.7 <br />x16.5 <br />x 17.5 <br />x 17.4 <br />x 17.4 <br />ST <br />x17.8 <br />x17.8 <br />x17.6 <br />16.8 <br />5315 <br />ST <br />1?.9tw ?.6tw <br />12.3tw <br />11.8fl <br />W <br />x17.2 <br />x17.2 <br />x16.2 <br />x15.7 <br />x14.2 <br />13.7 <br />- x- <br />11.7tw <br />x11.8fl x11.711 CONCRETE CHANNEL 11.1flx <br />1- 2.6tw 12.4tw <br />RW F,W <br />RIM EL=5314.63' <br />INV IN(W)=5304.90' <br />INV OUT(E)=5304.70' <br />$5---=.0 <br />G 2" <br />S� <br />FO - - <br />EV <br />F ----E--- <br />12" DI <br />G <br />RW <br />SC <br />x <br />13.5fl <br />W <br />G <br />RW <br />5314 <br />x 16.6 <br />x15.4 <br />x 13.8 <br />ST <br />ST <br />11.7tw TOP BOLT <br />EL =5315.79 <br />--R- <br />13.011 <br />W <br />RW <br />x16.6 <br />x15.8 <br />x15.5 <br />x15.2 <br />x13.4 <br />.i <br />x15.7 <br />x15.3 <br />16.4x <br />I <br />x14.7 <br />x15.3 <br />x15.3 <br />x15.4 <br />x14.6 <br />x14.8 <br />x 14.4 <br />14.4x <br />443.69' <br />x 13.6 <br />x14.6 <br />x14.6 <br />15.3 x <br />15.2 x <br />to <br />x14.5 <br />x13.6 <br />x13.6 <br />x13.4 <br />12.4" <br />13.2f1 x <br />13.2tc x <br />13.2twx <br />SPOT ELEVATION <br />SPOT ELEVATION AT FLOWLINE <br />SPOT ELEVATION AT TOP CURB <br />SPOT ELEVATION AT TOP WALL <br />EPGE OF DIRT DRIVE <br />El NORTHEAST CORNER <br />LOT 2, BLOCK 2 <br />S 0026'00" W <br />13.9x <br />13.6x <br />13.6x <br />x 13.8 <br />x13.8 <br />x 13.8 <br />x13.4 <br />12 7 <br />x13.6 <br />13.9x <br />x 12.7 <br />x 12.7 <br />EASEMENT (PLAT) <br />x12.8 <br />02.5 <br />Legend <br />FIRE HYDRANT <br />GL GROUND LIGHT <br />TE TELEPHONE BOX <br />EV ELECTRIC VAULT <br />• MANHOLE <br />• WATER VALVE <br />/1 " 5308 <br />7.6tc 7.5tc <br />x12.6 <br />x12.6 <br />CURB AND GUTTER <br />ASPHALT PARKING LOT <br />LF <br />LINEAR FEET <br />DIAMETER ALUMINUM CAP <br />MARKED "SELLARS LS 27615" <br />FOUND BENT #4 REBAR, REPLACED WITH <br />SET #5 REBAR WITH 1 1/2" <br />S40 DIAMETER ALUMINUM CAP <br />MARKED "SELLARS LS 27615" <br />DECIDUOUS TREE WITH <br />TRUNK DIAMETER <br />FOUND #4 REBAR WITH YELLOW <br />• PLASTIC CAP MARKED "LS 28285" <br />SET BY JOHN C. BARICKMAN <br />CONIFEROUS TREE WITH <br />TRUNK DIAMETER <br />WATER LINE <br />RAW WATER LINE <br />RW RW <br />SANITARY SEWER LINE <br />SS SS <br />STORM LINE <br />ST ST <br />FIBER OPTIC LINE <br />FO FO <br />ELECTRIC LINE <br />GAS LINE <br />Notes: <br />1) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE <br />POLICY. PLATTED EASEMENTS HAVE BEEN SHOWN HEREON. OTHER <br />RECORDED EASEMENTS, RIGHTS-OF-WAY AND ENCUMBRANCES MAY <br />EXIST. <br />2) ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION <br />BASED UPON ANY DEFECT ON THIS SURVEY WITHIN THREE YEARS AFTER <br />YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION <br />BASED UPON ANY DEFECT ON THIS SURVEY BE COMMENCED MORE <br />THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. <br />3) THIS IMPROVEMENT SURVEY PLAT HAS BEEN PREPARED FOR THE EXCLUSIVE <br />USE OF CLINT DILLARD. <br />4) THIS IMPROVEMENT SURVEY PLAT AND THE INFORMATION HEREON SHOULD <br />8.9 C0 NOT BE USED FOR ANY ADDMONAL OR EXTENDED PURPOSE BEYOND THAT <br />FOR WHICH IT WAS INTENDED AND MAY NOT BE USED BY ANY PARTIES <br />OTHER THAN THOSE TO WHICH IT IS CERTIFIED. <br />5) BASIS OF BEARINGS: PER THE PLAT SOUTH 00'26'00" WEST ALONG THE <br />0 EAST LINES OF LOTS 1 AND 2, BLOCK 2, THE PART AT C.T.C., BETWEEN <br />THE SURVEY MARKERS DESCRIBED HEREON. <br />Ix 12.7 <br />x9.6 <br />10 7 <br />x13.6 <br />531 1 <br />5312 <br />x <br />30" <br />iNgeralf4v <br />VAniling <br />30" <br />20' DRAINAGE & <br />UTILITY EASEMENT (PLAT) <br />ST ST ST <br />- 5310 <br />RW 11W RW <br />Cherry Street <br />8" PVC SS <br />11.56 <br />ASPHALT <br />7!W RW <br />60' RIGHT-OF-WAY <br />ss ss <br />11.019 <br />10" PVC <br />9.11w 7 <br />- FO - <br />531 <br />SC <br />titw <br />EL= 5312.85' 20' DITCH EASEMENT (PLAT) <br />1W <br />SC <br />RW <br />2" <br />6) THE SUBJECT PROPERTY CONTAINS 153070 SQUARE FEET (3.514 ACRES). <br />7) <br />VISIBLE UTILITIES HAVE BEEN SHOWN HEREON. UNDERGROUND UTILITIES <br />HAVE BEEN SHOWN HEREON BASED UPON VISIBLE SURFACE EVIDENCE <br />AND MAPS PROVIDED BY THE CITY OF LOUISVILLE AND XCEL ENERGY. <br />THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE <br />ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL <br />OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED <br />THAT EXCAVATION MAY BE NECESSARY. <br />8) ALL UNDERGROUND UTILITIES SHOULD BE FIELD LOCATED BY THE <br />APPROPRIATE AGENCY PRIOR TO ANY CONSTRUCTION OR DIGGING <br />ON OR ADJACENT TO THE SUBJECT PROPERTY. <br />9) BENCHMARK: CITY OF LOUISVILLE DESIGNATION LP -23, BEING THE <br />EAST QUARTER CORNER OF SECTION 16, DESCRIBED AS A 2 1/2 INCH <br />DIAMETER ALUMINUM CAP SET ON A #6 REBAR, 0.6 FEET DOWN, IN <br />RANGE BOX, ELEVATION = 5284.19 FEET, NAVD 88 DATUM. <br />10) ALL BEARINGS AND DISTANCES AS SHOWN HEREON REPRESENT MEASURED <br />AND RECORD VALUES. <br />INV EL= 5306.69' <br />ST <br />9.7 <br />SC <br />Property Description <br />LOT 1, <br />BLOCK 2, <br />THE PARK AT C.T.C., <br />COUNTY OF BOULDER, <br />STATE OF COLORADO. <br />Surveyor s Statement <br />I, STEVEN J. SELLARS, A DULY <br />REGISTERED LAND SURVEYOR, LICENSED <br />IN THE STATE OF COLORADO, HEREBY <br />STATE FOR AND ON BEHALF OF <br />FLAGSTAFF SURVEYING, INC., THAT A <br />SURVEY OF THE HEREON DESCRIBED <br />PREMISES WAS CONDUCTED BY ME AND <br />UNDER MY DIRECT SUPERVISION, <br />RESPONSIBILITY AND CHECKING DURING <br />MAY 2015; THAT SAID SURVEY AND <br />THE ATTACHED PRINT HEREON WERE <br />MADE IN SUBSTANTIAL ACCORDANCE <br />WITH C.R.S. 38-51-102 (9) <br />"IMPROVEMENT SURVEY PLAT". <br />STEVEN J. SELLARS <br />REGISTERED PROFESSIONAL LAND SURVEYOR <br />COLORADO LICENSE NUMBER 27615 <br />JOB NUMBER 15-17173 <br />RW <br />RIM EL=5309.01 <br />INV IN (W)005299.09' <br />Scale: 1" = 20' <br />0 10 20 40 <br />U.S. SURVEY FEET <br />Flagstaff Surveying, Inc. <br />637 SOUTH BROADWAY, SUITE C <br />TABLE MESA SHOPPING CENTER <br />BOULDER, COLORADO 80305 <br />303-499-9737 <br />