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N <br />Cd <br />I- q <br />five foot <br />offset cross <br />elev.=5494.19' <br />L=33.31' <br />R=50.00' <br />A=38°10'09" <br />CH: N13'12'21 "E <br />32.70' <br />m <br />L=8.43' -toter <br />R=15.00'conneQtion <br />A=32*12'16" Cs <br />CH: N16'11'19"E ~ <br />Improvement Survey Plat Notes: <br />1) PLATTED EASEMENTS HAVE BEEN SHOWN HEREON. FLAGSTAFF SURVEYING, <br />INC. HAS TO <br />110 Cherrywood Lane, Louisville EXISTENCENOT OF OTHERRMED RECORDEDIONAL EASEMENTS (FHANY)DETERMINE THE <br />Located in the Northwest Quarter of Section 18, 2) ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION <br />T 1- 4 1 S th R On W t f th 6th P M BASED UPON ANY DEFECT ON THIS SURVEY WITHIN THREE YEARS AFTER <br />owns 1p ou ange eS O e YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION <br />BASED UPON ANY DEFECT ON THIS SURVEY BE COMMENCED MORE <br />County of Boulder, State of Colorado THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. <br />�S <br />\O <br />L 0 T 6 4 <br />\ x 96.2 <br />\ tt x95.6 54g <br />1 6 <br />\ tt <br />t x95.7 <br />x95.z 17" E 90.76- <br />a 1 x94.7 1 N 84'07' ------ - (P -lot) - <br />---I -- 25' drainage easement , <br />1 - <br />-------- <br />---1- --- x95.1 94.8x x94.7 <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />94.9 x 1 <br />/ <br />/ <br />8.32'sewer <br />A <br />_ <br />° 5\ <br />stub ❑ <br />connection ' <br />_ <br />post <br />I <br />+ <br />5 <br />- <br />93.9x <br />W <br />h I <br />93.5x I <br />95.3x 94.6x <br />= <br />3) <br />THIS IMPROVEMENT SURVEY PLAT HAS BEEN PREPARED FOR THE EXCLUSIVE <br />r- CD <br />USE OF JOHN HYLAND BARRETT, CAROL BIMPSON BARRETT AND BOULDER <br />W <br />CREEK BUILDERS LLC. <br />I <br />I <br />= <br />J <br />4) <br />THIS IMPROVEMENT SURVEY PLAT AND THE INFORMATION HEREON SHOULD <br />x96.3 I <br />I <br />Q <br />NOT BE USED FOR ANY ADDITIONAL OR EXTENDED PURPOSE BEYOND THAT <br />x s5.9 i <br />i <br />O Z <br />FOR WHICH IT WAS INTENDED AND MAY NOT BE USED BY ANY PARTIES <br />94.8I <br />i <br />J <br />OTHER THAN THOSE TO WHICH IT IS CERTIFIED. <br />95.3x <br />1 <br />w <br />\ <br />(plat/ <br />9x.9 I <br />F- <br />5) <br />BASIS OF BEARINGS: PER THE PLAT ASSUMED SOUTH 00'05'11" WEST <br />easement <br />2 5' drainage----------- ----- F <br />95 oxi <br />w <br />BETWEEN THE FIVE (5) FOOT OFFSET CROSSES' LOCATED ALONG THE <br />I <br />----- <br />F I <br />U <br />FRONTS OF LOTS 56 TO 61. <br />x94.9 <br />----- 95.1 x94.8 I <br />x <br />x94.9 ----------T <br />94.9 i� <br />6) <br />THE SUBJECT PROPERTY CONTAINS 5925 SQUARE FEET. <br />x 94.7 ----------- -- I x94.7 <br />__ _ I <br />I <br />950xi <br />x94.5j x94.5 x94.7 95.1 S x94,9 i <br />Ts <br />7) <br />VISIBLE UTILITIES HAVE BEEN SHOWN HERON. ALL UNDERGROUND <br />I <br />s <br />UTILITIES SHOULD BE FIELD LOCATED BY THE APPROPRIATE <br />i x94.7 <br />i <br />AGENCY PRIOR TO ANY CONSTRUCTION OR DIGGING ON OR ADJACENT <br />x94.5 <br />TO THE SUBJECT PROPERTY. <br />I <br />I <br />� d <br />95.2x <br />94.5x i <br />8) <br />BENCHMARK: NGS MONUMENT DESIGNATION Q413, A STAINLESS <br />c x945 <br />STEEL ROD IN A NGS MONUMENT BOX NEAR THE INTERSEC11ON <br />oy L 0 T 6 5 m 1 OF DILLON ROAD AND 104TH STREET. ON SITE ELEVATIONS <br />°d E x94.2 1 O LOCATED ON FIVE (5) FOOT OFFSET CROSSES ARE BASED ON THE <br />95.3x NAVD 88 DATUM. <br />v a a <br />x 94.8 `r1 "� 'o I °� 942>1 9) ALL LINE AND CURVE DATA SHOWN HEREON REPRESENT RECORD <br />x 948 x 90.2 x9o.s 9x.3 Q I AND MEASURED VALUES. <br />, <br />water <br />stub <br />post <br />x 94.6 <br />x 94.1 <br />x 94.4 <br />94.2 x <br />x 95.3 <br />x 90.5 x 90.1 <br />90.3 x <br />x 90.1 <br />90.3 x <br />x 90.3 / <br />I 90.4x <br />90.7 x <br />O <br />°' <br />93.9x -� <br />I <br />93.7x <br />O <br />;: <br />S 93A 1x 1, N 93.Bx <br />..:. .;c . <br />v� I c i I x93. <br />_ --- 93.8x ----- <br />CNI <br />93.1x1 x 93.6 <br />93.9x <br />___ 93.3r___ ___9�_ _____94.Ox _-___ x93.7 ____z93.8_-__X93.9 <br />ox93.9 <br />U) <br />__.. .:.N <br />d <br />`o" <br />x <br />x94.2 N 89°54'49" W 100.00' <br />xb3s <br />E`o 2.5' drainage easements (plat) <br />/ <br />x 94.9 <br />/,9x3_5 <br />94.8x x93.7 <br />94.6x 94.6x946 <br />93.9 x <br />x 94_7 _ <br />_ ___ x94.3 <br />x 93.8 s494 ' <br />x 94.5 <br />� <br />LOT 6 6 <br />25 <br />L e g <br />e n d <br />Set SET #5 REBAR WITH <br />N Q+j <br />• 1 1/2" DIAMETER ALUMINUM <br />x93.5 <br />o <br />N <br />CAP MARKED <br />cs <br />"SELLARS LS 27615" <br />N <br />mb <br />N <br />+ FOUND CHISELED CROSS <br />ACCEPTED AS FIVE (5) <br />CL <br />a Flagstaff Surveying, Inc. <br />FOOT OFFSET <br />¢ <br />637 SOUTH BROADWAY, SUITE C <br />o TABLE MESA SHOPPING CENTER <br />F FOUND #5 REBAR WITH <br />BOULDER, COLORADO 80305 <br />ALUMINUM <br />(PLAT) <br />U <br />rn 303-499-9737 <br />N <br />CAP2MARKEDTER <br />"FLATIRONS SURV - 38614" <br />StevenSellars@FlagstaffSurveying.com <br />IxL <br />93.7x 193.2 <br />I <br />x 93.9 �nj <br />I 0 <br />I� <br />I <br />I <br />I <br />I <br />I <br />I <br />SPOT ELEVATION <br />CURB STOP <br />MAIL BOX <br />CENTERLINE <br />LIGHT POLE <br />REFERS TO THE PLAT <br />OF CHERRYWOOD II <br />\ I <br />I <br />33.8 <br />U) <br />" 1 <br />T o <br />; <br />00 CD <br />_ <br />D O <br />W <br />I <br />+ O <br />~ Q <br />E I cn <br />NW I <br />O Z <br />0, In <br />° 0 I <br />J W <br />° 93.5 x1Ld <br />Z <br />I <br />U <br />00 I <br />Property Description <br />t 5493 <br />(Warranty Deed Rec. No. 1322174) Scale: 1" = 10' <br />Set ; LOT 65, <br />CHERRYWOOD II, <br />xsz.fii COUNTY OF BOULDER, 0 5 10 20 <br />STATE OF COLORADO. U.S. SURVEY FEET <br />CONTOUR INTERVAL = 1 FOOT <br />IfIx92.5 <br />I <br />Surveyor's Statement <br />I, STEVEN J. SELLARS, 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 AUGUST 2022; THAT SAID SURVEY AND THE ATTACHED PRINT <br />HEREON WERE MADE IN SUBSTANTIAL ACCORDANCE WITH C.R.S. 38-51-102(9) <br />"IMPROVEMENT SURVEY PLAT".I FURTHER STATE THAT A TOPOGRAPHIC SURVEY <br />OF THE ABOVE DESCRIBED PREMISES WAS PREPARED BY ME AND THAT THE <br />ELEVATIONS SHOWN ARE ACCURATE TO THE BEST OF ��`t® <br />�•?' J S6,. '9�© <br />STEVEN J. SELLARS = + c No <br />REGISTERED PROFESSIONAL LAND SURV�YO15 2T6E <br />COLORADO LICENSE NUMBER 27615 -% <br />